JPH0325135A - Method for building corner part by using log or half log - Google Patents

Method for building corner part by using log or half log

Info

Publication number
JPH0325135A
JPH0325135A JP1160450A JP16045089A JPH0325135A JP H0325135 A JPH0325135 A JP H0325135A JP 1160450 A JP1160450 A JP 1160450A JP 16045089 A JP16045089 A JP 16045089A JP H0325135 A JPH0325135 A JP H0325135A
Authority
JP
Japan
Prior art keywords
logs
steel
corner
log
column
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
JP1160450A
Other languages
Japanese (ja)
Other versions
JPH0612025B2 (en
Inventor
Ryosaku Shimomoto
下本 良作
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 JP1160450A priority Critical patent/JPH0612025B2/en
Publication of JPH0325135A publication Critical patent/JPH0325135A/en
Publication of JPH0612025B2 publication Critical patent/JPH0612025B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To enable the use of a green wood and to improve appearance by a method wherein a steel pillar having an tenon groove with which a log is tenoned is brought into contact with the side of a support pillar formed of a square pillar cylinder steel, and square timber is tenoned internally of a space part at a corner part. CONSTITUTION:A square pillar cylinder steel 1a and an L-shaped pillar steel are positioned as a support pillar 2 at each corner and a stud part. A steel pillar 4 having an tenon groove is mounted to the side of the support pillar 2 in a manner that a back part 6 opposite to an opening part 5 is brought into contact with the support pillar 2 to form a corner part pillar. Square timbers 8 and 8 are tenoned internally of a space formed with protruding side plates 7 and 7, positioned at the corner part of the corner part pillar, of the steel pillar 4. The end part, to which a joint is formed, of a log or a half log 3 is tenoned with the opening part 5 of the steel pillar 4 to form a wall surface. This method enables absorption of a strain thereafter produced even when green wood is used as the log or the half log 3.

Description

【発明の詳細な説明】 (イ)産業上の利用分野 本発明は、主として、乾燥処理されていない生木の大径
木の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ーナー部を容易かつ迅速に形成すべ
く高層建築も可能かつ壮大観・美感を創り出すことがで
きる等、丸太材及び半割丸太材使用コーナー部構築方法
に関するものである. (口)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ーナー部
は、各丸太材端部に凹部を形威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・美感を創り出すために
は大径木の丸太材を用いねばならず、組み込まれる丸太
材は角柱ではなく、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. そこで,丸太材、半割丸太材の端部を仕口加工し、コー
ナー部柱として嵌合溝を有する鋼材柱に嵌合させながら
積み上げることでコーナー部を構築させる発明が特許出
願(特開昭63−312444)として提出されている
. (ハ)発明が解決しようとする問題点 大径木の丸太材、半割丸太材を用いてのログハウス等建
築のコーナー部を構築する際、従来カナダ等国外で実施
されてきた方法では、各丸太材一本一本にノッチ加工等
を施し直交状に組み合わせ積み上げ構築するのだが,丸
太材は曲面を有する円柱のため曲線切欠加工しなければ
ならず、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.そのため,組立長期化等による労力の
増加,ひいてはコスト高につながることになろう.さて
、ノッチ加工等による作業の困難性等を解決するために
コーナー柱としての嵌合溝を有する鋼材柱を設け嵌合溝
に丸太材及び半割丸太材の端部を仕口加工し嵌合させる
ことで、作業能率を高めるべくコーナー部構築の方法が
特許出願されている. ところが,用途に応じて嵌合溝の断面がC字状、コ字状
の鋼材柱を組み合わせて4方向、3方向、2方向に伸び
るコーナー部柱を形或するために,仕口加工した丸太材
及び半割丸太材端部を嵌合溝に直交状に互いに嵌合させ
積み上げる場合,角材を積み上げる状態とは異なり、丸
太材及び半割丸太材自体曲面部を有するためどうしても
隙間が生じ、コーナー部柱の各側面の一部が露出してし
まうことになる.つまりコーナー部柱は木質とは異なる
鋼材を質としており外観上鋼材柱が表面化することにな
り、丸太材を用いるべく異質の人工材料を嫌うログハウ
ス等建築のコーナー部としてはやや趣きを異にすること
になり、美感を損なうことなる. そこで、外観上鋼材柱を隠蔽させる状態を保とうとすれ
ば、コーナー部の一側面の巾より直径が大きい丸太材及
び半割丸太材を嵌合させればよいことになるが,直交状
態、即ち、一側面と直角に隣接する他の一側面に各丸太
材及び半割丸太材の端部を嵌合させた場合では、嵌合部
以外の端部が互いにはみ出すため、物理的に互いの端部
を鋼材柱に嵌合させることは不可能となる.はみ出した
部分が互いに嵌合させることに影響を及ばせないために
は,はみ出し部分を改めてテーパ状に削り取らねばなら
ないことになる.つまり各丸太材及び半割丸太材一本一
本を互いの嵌合の妨げとならずかつ隙間なく互いのはみ
出し部分を密接させる加工方法は、現場において、嵌合
させるべく対応する丸太材及び半割丸太材一本一本に合
わせて削ることになり、たいへんな作業工程が加わるこ
とになろう。
Detailed Description of the Invention (a) Industrial Application Field The present invention is mainly applicable to construction of log houses and other buildings using logs and half-split logs of large-diameter raw trees that have not been dried. The present invention relates to a method for constructing corners using logs and half-logs, which enables high-rise buildings to be formed easily and quickly, and creates grand and beautiful views. (Explanation) Conventional technology Corners in log houses and other constructions using logs have been constructed by notching the ends of each log to create a concave shape, and then fitting the logs into each other at right angles. However,
In order to create the grandeur and beauty that is unique to buildings such as log houses, it is necessary to use large-diameter wooden logs, and since the logs that are incorporated are not square columns but irregular columns, the cutouts between each log It is difficult to form as it requires precision,
This requires advanced technology. Therefore, a patent application has been filed for an invention in which corner parts are constructed by applying joint processing to the ends of logs and half-split logs, and stacking them up while fitting into steel columns with fitting grooves as corner pillars. 63-312444). (c) Problems to be solved by the invention When constructing corner sections of buildings such as log houses using large-diameter logs or half-split logs, the methods conventionally used in countries such as Canada, The logs are notched one by one and then stacked and assembled orthogonally. However, since the logs are cylinders with curved surfaces, curved notches must be processed, which requires advanced technology and makes the work much easier. Difficulties are expected. This will lead to an increase in labor due to longer assembly times, which will lead to higher costs. Now, in order to solve the difficulty of work due to notch processing, etc., a steel column with a fitting groove is provided as a corner column, and the ends of logs and halved logs are processed into the fitting groove and fitted. A patent application has been filed for a method of constructing corner sections to improve work efficiency. However, in order to form corner columns that extend in 4 directions, 3 directions, or 2 directions by combining steel columns with a C-shaped or U-shaped cross section of the fitting groove, depending on the application, logs with joint processing are used. When the ends of logs and half-logs are fitted together perpendicularly to the fitting grooves and stacked, unlike stacking square timbers, the logs and half-logs themselves have curved surfaces, so gaps inevitably occur and corners A portion of each side of the column will be exposed. In other words, the corner columns are made of steel, which is different from wood, and the steel columns are visible on the outside, which makes it a little different for corners of buildings such as log houses where log materials are used and foreign artificial materials are disliked. This will spoil the aesthetic appearance. Therefore, if you want to keep the steel column hidden in appearance, you can fit logs and half logs with a diameter larger than the width of one side of the corner part, but it is necessary to fit them in a perpendicular state, , when the ends of each log and half-log are fitted to the other side adjacent to one side at right angles, the ends other than the fitting part protrude into each other, so physically the ends of each other are It becomes impossible to fit the section to the steel column. In order to prevent the protruding parts from interfering with how they fit together, the protruding parts must be tapered off again. In other words, the processing method that brings the protruding parts of each log and half log into close contact with each other without interfering with the fitting of each other and without any gaps is a process that involves cutting the corresponding logs and half logs in order to fit them together on site. Since each split log would have to be cut to fit each individual log, it would add a lot of work.

ところで、ログハウス等建築に大径本の丸太材及び半割
丸太材を用いる場合、丸太材及び半割丸太材の収縮によ
る歪みをできるだけおさえねばならず.そのため構築段
階以前に長期間丸太材を乾燥させねばならない課題があ
る. 即ち、ログハウス等建築に用いる丸太材及び半割丸太材
の数は66rrlを基準とした一軒分では、直径20c
m長さ4mの丸太材をおよそ120〜150本用いるの
であり,何軒分かまとめて大量生産しようとすれば莫大
な数になるであろうことは当然予想される.莫大な数の
丸太材及び半割丸太材を生木状態から人工乾燥させよう
とすればかなりの費川がかかり,更に自然乾燥させるべ
く長期間保存しようとすれば、広大な土地の確保、ひい
ては地代のコスト高までにも影響を及ぼすことは確実で
あろう. 本発明では、従来のもつ以上の問題点を解決し、生木の
丸太材及び半割丸太材を用いることでログハウス等建築
が可能となるよう断面がC字状、コ字状の嵌合溝を有す
る鋼材柱と、支持柱となるべく中空状の四角柱筒鋼及び
L型柱鋼を用いて丸太材及び半割丸太材の収縮による歪
みを吸収すべくコーナー部柱を形威し、更に建築物内外
を木質で統一して美観を損なうことのないようコーナー
部柱の一側面と隣接すべく他の一側而との間に角木を取
り付け、外観上木質と異なる鋼材柱を隠蔽することがで
きるコーナー部W築方法を提供することを目的とするも
のである. (二)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。
By the way, when using large-diameter logs and half-split logs for construction such as log houses, it is necessary to suppress distortion due to shrinkage of the logs and half-logs as much as possible. Therefore, there is the issue of having to dry the logs for a long period of time before the construction stage. In other words, the number of logs and half-split logs used for construction such as log houses is 20cm in diameter for one house based on 66rrl.
Approximately 120 to 150 logs with a length of 4 m are used, and it is naturally expected that the number of logs would be enormous if they were to be mass-produced for several houses. It would take a considerable amount of money to artificially dry a huge number of logs and half-split logs from a raw state, and if we were to preserve them for a long time by natural drying, we would have to secure a vast amount of land. It is certain that this will also have an impact on the rise in land rent costs. The present invention solves more problems than the conventional ones, and makes it possible to construct log houses by using raw wood logs and half-split logs. Using steel columns with grooves and hollow square column steel and L-shaped column steel as support columns, corner columns are shaped to absorb distortion due to shrinkage of logs and half-logs, and In order to unify the interior and exterior of the building with wood and not spoil the aesthetics, square wood was installed between one side of the corner pillar and the other adjacent side to hide the steel pillar, which differs from the wood in appearance. The purpose of this invention is to provide a corner W construction method that allows for the construction of corner sections. (2) Means for solving the problem In order to achieve this object, the present invention has the following configuration.

先ず,四角柱筒鋼(1a)及び、L型柱鋼(1b〉を支
持柱(2)として、各コーナー部及び間柱部に位置させ
、四角柱筒鋼(1a)及びL型柱鋼(1b)の各側面に
必要に応じて断面がC字状、コ字状のなす嵌合溝を有す
る鋼材柱(4)の開口部(5)とは反対側の背部(6)
を当着させる.ただし,支持柱(2)の先端部は,鋼材
柱(4)の先端部より高く、屋根の軒げた及び二階の敷
居部(9)のほぞ溝、ほぞ穴(10)に支持柱(2)の
先端部を嵌合させる.また、支持柱(2)側面に当着さ
せるべく互いに隣接する鋼材柱(4)の突出側板(7)
間に生じる直角を有する空間部に互いの突出側板(7)
巾と同じ巾を有する角木(8)を当接させる. 次に、必要に応じて、丸太材及び半割丸太材(3)の端
部を段状耳部及びT字状突出部に仕口加工し、断面がC
字状、コ字状をなす嵌合溝に嵌合させ壁面及びコーナー
突出部を形成させる段階にて最上部に位置すべく丸太材
及び半割丸太材(3)の上面が鋼材柱(4)先端部より
高くなるよう積み上げる.同様に断面がコ字状をなす嵌
合溝を有する戸・窓枠鋼(11)にも丸太材及び半割丸
太材(3)を嵌合させながら積み上げる。また戸・窓枠
! (11)の上位位置に該当する丸太材及び半割丸太
材(3)の下端部に設けたほぞ溝、ほぞ穴(10)にコ
ーナー部柱の側面巾のおよそ半分から4分の1程度の隙
間を有するよう戸・窓枠鋼(11)の先端部を嵌合させ
る。
First, a square column cylindrical steel (1a) and an L-shaped column steel (1b) are placed at each corner and stud part as support columns (2), and a square column cylindrical steel (1a) and an L-shaped column steel (1b) ) The back (6) on the opposite side of the opening (5) of the steel column (4) has a fitting groove with a C-shaped or U-shaped cross section as necessary on each side of the steel column (4).
Hit the target. However, the tip of the support column (2) is higher than the tip of the steel column (4), and the support column (2) is placed in the mortise and tenon (10) of the roof eave and second floor threshold (9). Fit the tip of the In addition, the protruding side plates (7) of the steel columns (4) that are adjacent to each other are placed in contact with the side surfaces of the support columns (2).
The side plates (7) protrude from each other in the space having a right angle between them.
Attach a square piece of wood (8) with the same width as the width. Next, if necessary, the ends of the logs and half-split logs (3) are processed into stepped ears and T-shaped protrusions, so that the cross section is C.
The upper surface of the log and half-log (3) is a steel column (4) so as to be positioned at the top when the wall and corner protrusions are formed by fitting into the U-shaped and U-shaped fitting grooves. Stack them so that they are higher than the tip. Similarly, the door/window frame steel (11) having a fitting groove with a U-shaped cross section is also stacked with logs and half-logs (3) fitted together. Another door/window frame! The mortise and tenon (10) provided at the lower end of the log material and half-split log material (3) corresponding to the upper position of (11) have approximately half to one-fourth of the side width of the corner post. Fit the tips of the door/window frame steel (11) so that there is a gap.

尚、屋根,二階の下部にあたる軒げた及び敷居(9)と
、積み上げるべく丸太材及び半割丸太材(3)の最上部
とは密接するのみで固定化はしない。また、嵌合させた
各丸太材及び半割丸太材(3)も嵌合させたのみで固定
化はしない。
In addition, the eaves and sills (9) at the bottom of the roof, second floor, and the tops of the logs and half-logs (3) to be stacked are only in close contact with each other and are not fixed. Furthermore, the fitted logs and half logs (3) are only fitted and not fixed.

(ホ)実施例 本発明の構築方法を施工すべく実施例としては、コーナ
ー部を形或すべく、コーナー突出部(l2)を設ける場
合と設けない場合に分けられる。
(E) Embodiments Examples of implementing the construction method of the present invention are divided into cases in which a corner protrusion (12) is provided and cases in which a corner protrusion (12) is not provided in order to shape the corner portion.

先ず、コーナー突出部(12)を設ける場合では,支持
柱(2)として四角柱筒m(la)を用いて四角柱筒鋼
(1a)の四側面に対し,壁面部には断面がコ字状をな
す嵌合溝を有する鋼材柱(4)を、コーナー突出部には
短丸太材を嵌入させ積み上げるべくC字状をなす嵌合溝
をイ1する鋼材柱(4)を当着させる。この段階で,互
いに隣接すべく鋼材柱(4)の各突出側板(7)が四角
柱筒鋼(la)の側面より互いに直角をなす方向に突出
することになる.そこで、隣接した突出側板(7)間に
突出側板(7)巾と同じ巾を有する四角柱の角木(8)
を当接させると、端部を段状耳部やT字状突出部を設け
た丸太材及び半割丸太材(3)、短丸太材を嵌合溝に嵌
合させた段階にて、鋼材柱(4)が外観上隠蔽される. 次に、直交状のコーナー突出部(12)を有しないアゼ
クラナシコーナー部形成に関しても、L型鋼(1b)を
用いた支持柱(2)に鋼材柱(4)を当着させ、二方向
に直交すべく壁面形或の丸太材及び半割丸太材(3)の
端部を鋼材柱(4)の嵌合構に嵌合させると、L型m(
1b)の側面より互いに隣接すべく鋼材柱(4)の突出
側板(7)が直角方向に突出することになる. また、四角柱WJ鋼(1a)及びL型鋼(1b)を使用
する支持柱(2)は各鋼材柱(4)より高い位置にまで
設定され、支持柱(2)と鋼材柱(4)との段差は支持
柱(2)の先端部が屋根の軒げた及び二階の敷居(9)
のほぞ溝、ほぞ穴(lO)に嵌合される深さより大とす
る.更に、壁面に使用する生木の丸太材及び半割丸太材
(3)を鋼材柱(4)の嵌合溝に下から上へと積み上げ
るべく嵌合させた段階では、丸太材及び半割丸太材(3
)の最上部の位置は、屋根の軒げたや二階の敷居(9)
の下端部に当接される. 同様に窓や戸に関しても断面がコ字状をなす鋼材枠の開
口部(5)と丸太材及び半割丸太材(3)の仕口加工さ
れた端部を下から上へと積み上げるよう嵌合させる.ま
た、断面がコ字状をなす鋼材枠の先端部を上部に位置す
る丸太材及び半割丸太材(3)の下端に設けたほぞ溝、
ほぞ穴(10)に対し、先端部とほぞ溝、ほぞ穴(10
)の間に隙間を有するよう嵌合させる.完成時から時を
経て、生木の丸太材及び半割丸太材(3)が自然乾燥す
ると,収縮が起こり、屋根の軒げた及び二階の敷居(9
)の加重をも受ける壁面の丸太材及び半割丸太材(3)
は、丸太材及び半割丸太材(3)自体の重量により,乾
燥収縮分両端の鋼材柱(4)の嵌合溝の間を落下するた
め各丸太材及び半割丸太材(3)の間には隙間は生じな
く,下方へ落ちることでより強固に定着することになる
.その際,丸太材及び半割丸太材(3)の最上部に当接
していた屋根の軒げた及び二階の敷居(9)もそれ自体
の重量により連動して落ちこみ、鋼材柱(4)の先端部
に密接することになり、どの部分に対しても隙間がなく
なることになる. (へ)発明の効果 ログハウス等建築における丸太材及び半割丸太材を使用
したコーナー部構築方法に関する主な問題点としては、
コーナー部柱として立設される嵌合溝を有する柱自体、
木質ではなく鋼製であり、壁面コーナー突出部の材質と
はあきらかに異なり、しかも,丸太材及び半割丸太材を
使用するため上下面を水平加工したとしても側部の曲面
は残る.もっとも、丸太材の曲面があるからログハウス
等建築の特有の外観が創り出されるのであって、そのた
め、角木材に近い状態まで加工することはできない.と
なると,鋼材柱に嵌合された丸太材及び半割丸太材によ
る上下の積み上げでは、必ず、鋼材柱の面が視覚に晒さ
れることになる.次に、従来のログハウス等建築に使用
される丸太材及び半割丸太材は充分に乾燥させ、収縮さ
せておいてから組み立てるべく構築段階を迎えるのであ
り,たとえ、コーナー部に嵌合溝を有する鋼材柱を使用
したとしても、確かに作業の能率化、構築の容易性、つ
まり労力・コストの軽減が図られるのだが,構築以前の
多量の丸太材及び半割丸太材の乾燥時間を含むべく長期
間に亘る保有期間及び広大な置場所の確保を考慮すれば
、地代を含めてかなり困難な課題として展開されよう.
然るに、本発明はいずれも課題点を克服している.即ち
、本発明における丸太材及び半割丸太材使用コーナー部
構築方法では、コーナー部に対して支持柱を使用するこ
とで嵌合溝を有する鋼材柱の柱としての機能を強化する
とともに、鋼材柱より支持柱の高さを上げ、屋根の軒げ
た及び二階の敷居を支持柱の上部に嵌合させることがで
き、かつ支持柱を継ぎ伸ばすことにより二階以上では通
柱として利用できるため、ログハウス等の高層建築をも
可能になるのである. さて、鋼材柱面が視覚に晒される課題は、隣接している
鋼材柱間に生じる直角空間に角木を当接させることで露
出していた一部鋼材柱面が隠蔽され、その結果、木質で
あるべく壁面等との異和感をなくし自然な外観を形成す
ることで解消される。
First, when providing a corner protrusion (12), a square cylinder m (la) is used as the support column (2), and the wall part has a U-shaped cross section on the four sides of the square cylinder steel (1a). A steel column (4) having a C-shaped fitting groove is brought into contact with a steel column (4) having a C-shaped fitting groove in order to fit short logs into the corner protrusion and stack them up. At this stage, the protruding side plates (7) of the steel columns (4) protrude from the sides of the square column steel (la) in directions perpendicular to each other so as to be adjacent to each other. Therefore, between the adjacent protruding side plates (7), a rectangular prism square block (8) having the same width as the protruding side plate (7) is placed.
When the logs and half-split logs (3) with stepped ears or T-shaped protrusions are fitted into the fitting grooves, the steel material Column (4) is visually hidden. Next, regarding the formation of an azekranashi corner that does not have an orthogonal corner protrusion (12), a steel column (4) is brought into contact with a support column (2) made of L-shaped steel (1b), and When the ends of the wall-shaped log material and the half-split log material (3) are fitted into the fitting structure of the steel column (4) to be orthogonal to each other, an L-shaped m (
1b), the protruding side plates (7) of the steel columns (4) protrude in a right angle direction so as to be adjacent to each other. In addition, the support column (2) using the square column WJ steel (1a) and L-shaped steel (1b) is set to a higher position than each steel column (4), and the support column (2) and the steel column (4) are The difference in level is that the tip of the support column (2) is the eave of the roof and the threshold of the second floor (9).
The depth shall be greater than the depth fitted to the mortise and tenon (lO). Furthermore, at the stage where the raw wood logs and half-split logs (3) to be used for the wall are fitted into the fitting groove of the steel column (4) so as to be stacked from bottom to top, the logs and half-split logs Material (3
) is located at the eave of the roof or the threshold of the second floor (9)
It comes into contact with the lower end of. Similarly, for windows and doors, the opening (5) of a steel frame with a U-shaped cross section and the joint-processed ends of logs and half-logs (3) are fitted so that they are stacked from bottom to top. Match. In addition, a mortise groove is provided at the lower end of the log and half-split log (3) located at the top of the steel frame having a U-shaped cross section;
For the mortise (10), the tip, mortise groove, and mortise (10)
) so that there is a gap between them. As the raw wood logs and half-split logs (3) naturally dry over time from the time of completion, they shrink, causing the eaves of the roof and the threshold of the second floor (9) to dry naturally.
) Wall logs and half logs (3)
Due to the weight of the logs and half-split logs (3) themselves, the drying shrinkage falls between the fitting grooves of the steel columns (4) at both ends, so there is a gap between each log and half-split logs (3). There are no gaps between the two, and as they fall downward, they become more firmly established. At that time, the roof eaves and second floor sills (9) that were in contact with the top of the logs and half-split logs (3) also fell down due to their own weight, and the tips of the steel columns (4) This means that there will be no gaps between any parts. (f) Effects of the invention The main problems with the corner construction method using log materials and half log materials in construction such as log houses are as follows.
The pillar itself, which has a fitting groove and is erected as a corner pillar,
It is made of steel rather than wood, which is clearly different from the material of the protruding parts of the wall corners.Furthermore, because it uses logs and half-logs, even if the top and bottom surfaces are processed horizontally, the curved surfaces on the sides remain. However, the curved surface of log wood creates the unique appearance of buildings such as log houses, and for this reason it is not possible to process it to a state similar to that of square wood. Therefore, when stacking logs and half-logs fitted into steel columns one above the other, the surfaces of the steel columns are always exposed to the naked eye. Next, the logs and half-logs used in conventional construction of log houses and the like are sufficiently dried and shrunk before the construction stage is started. Even if steel columns are used, it is certainly possible to improve work efficiency and ease construction, which in turn reduces labor and costs, but it also takes time to dry a large amount of logs and half-logs before construction. Considering the long-term ownership period and securing a vast storage space, this will be a very difficult issue, including land rent.
However, the present invention overcomes all the problems. That is, in the method of constructing a corner section using log materials and half-split log materials according to the present invention, by using a support column for the corner section, the function of the steel column having the fitting groove as a column is strengthened, and the steel column The height of the support pillars can be increased, the eave of the roof and the threshold of the second floor can be fitted to the top of the support pillars, and by connecting and extending the support pillars, they can be used as pillars for the second floor and above, making it suitable for log houses. This also makes it possible to build high-rise buildings such as Now, the problem with the visually exposed steel column surfaces is that by placing square wood in contact with the orthogonal space created between adjacent steel columns, some of the exposed steel column surfaces are hidden, and as a result, the wood This can be solved by creating a natural appearance by eliminating the sense of incongruity with walls, etc.

次に、材料としては、乾燥させた丸太材及び半割丸太材
を使用するのではなく、生木の丸太材及び半割丸太材を
使用するためログハウス等建築の構築段階以前の大量保
管,乾燥等の長期間に及ぶ置場所の確保やそれにともな
う地代等のコストを大幅に省くことが可能となろう. ところで,生木の丸太材及び半割丸太材を使用した場合
、後に自然乾燥による収縮のために生じる隙間に対して
は丸太材及び半割丸太材を固定化するのではなく,嵌合
溝を有する鋼材柱に嵌合させながら積み重ねるため,必
然的に丸太材及び半割丸太材の負荷重量により下方にか
なりの重力がかかることで圧縮下降するため、嵌合させ
た丸太材及び半割丸太材間の隙間は生じない。
Next, since we use raw wood logs and half-split logs instead of dried logs and half-split logs, we can store them in large quantities before the construction stage of construction such as log houses. It will be possible to significantly reduce the cost of securing a storage location for long periods of time such as drying, and the associated costs such as land rent. By the way, when raw wood logs and half-split logs are used, fitting grooves should be installed instead of fixing the logs and half-logs to fill gaps that will later occur due to shrinkage due to natural drying. Since the logs and halved logs are piled up while being fitted into the steel columns, the load weight of the logs and halved logs inevitably causes the logs and halved logs to be compressed and lowered due to the considerable downward force of gravity. There are no gaps between them.

仮に約二〇本の丸太材及び半割丸太材を積み重ねた場合
,各丸太材及び半割丸太材は収縮しながら圧縮下降する
ため、最上部に最初積み重ねた高さより約数0の落差が
生じる。ところが、屋根の軒げた及び二階の敷居は支持
柱の上部に固定化されるのではなく嵌合しているため、
屋根の軒げた及び二階の敷居自体の重量による下降が生
じ、落差が解消されることになる.しかも、支持柱より
嵌合溝を有する鋼材柱のほうが低いため,ほぞ溝、ほぞ
穴を有する屋根の軒げた及び二階の敷居は、支持柱に嵌
合しながらスムースに下降し、下位に位置する壁面等の
丸太材及び半割丸太材の最上部に無理なく当接するので
ある. 即ち、生木の収縮部分を予想し,対応可能な壁面構成等
を始めから有しているのである.窓・戸枠鋼も同様に嵌
合溝を壁面丸太材及び半割丸太材側に向けているため、
無理なく丸太材及び半割丸太材が下降することにもなる
If approximately 20 logs and halved logs are stacked, each log and halved log will compress and descend while shrinking, resulting in a drop of several 0 times higher than the initial stacking height at the top. . However, the eaves of the roof and the sill of the second floor are not fixed to the top of the support columns but are fitted,
The weight of the eaves of the roof and the threshold of the second floor itself causes a drop, eliminating the drop. Moreover, since the steel columns with fitting grooves are lower than the support columns, the eaves of the roof and the second floor sills, which have grooves and tenons, smoothly descend while fitting into the support columns and are located at lower levels. It easily touches the top of logs and half-logs on walls, etc. In other words, it anticipates the shrinkage of raw wood and has a wall configuration that can accommodate it from the beginning. Similarly, the fitting grooves of window and door frame steel face the wall logs and half logs, so
The logs and half-logs can be lowered without difficulty.

以上の如く本発明はログハウス等建築段階にて最大の課
題であるコーナー部柱構築に対し、支持柱及び嵌合溝を
有する鋼材柱を使用することで、壁面形成も含めて、作
業時間、作業方法等の容易、短縮軽減化を計りつつ、木
質とは異なる鋼材柱を隠蔽することでログハウス等建築
等特有の外観”を保持することができるのである.また
、構築以前の最大の課題である大量の丸太材及び半割丸
太材の乾燥、それに供ない長期間に亘る保存場所の確保
及び地代を含めてのコスト高に対し,生木使用を可能に
することで大巾に省くことができるのである.更に、生
木の収縮及び丸太材及び半割丸太材自体の重量を利用し
て構築物をより堅固にすることもできる丸太材及び半割
丸太材使用コーナー部構築方法を提供するものである.
As described above, the present invention solves the construction of corner columns, which is the biggest problem in the construction stage of log houses, by using steel columns with support columns and fitting grooves. By hiding the steel columns, which are different from wood, while making the work methods easier and shorter, it is possible to maintain the unique appearance of buildings such as log houses.Also, the biggest issue before construction Drying a large amount of logs and half logs, securing long-term storage space, and high costs including land rent can be greatly reduced by making it possible to use raw wood. Furthermore, the present invention provides a method for constructing a corner section using logs and halved logs, which can make the structure more solid by utilizing the shrinkage of raw wood and the weight of the logs and halved logs themselves. It is something.

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

第1図・・・本発明の実施例を示す斜視図第2図・・・
四角柱筒鋼を支持柱とし、嵌合溝を有する鋼材柱を当接
させてコーナー部柱を形威し、四方向から、丸太材及び
半割丸太材を嵌合させた平面図 第3図・・・本発明の実施例を示す正面図第4図・・・
窓・戸枠鋼に半割丸太材を嵌合させた平面図 第5図・・・四角柱筒鋼及びL型柱鋼の支持柱と鋼材柱
を組み合わせて形戊したコーナー部柱に丸太材及び半割
丸太材を嵌合させた平面図 第6図・・・窓・戸枠鋼に半割丸太材を嵌合させた本発
明の実施例を示す斜視図 1a・・・四角柱筒@   1b・・・L型柱鋼2・・
・支持柱     3・・・丸太材及び半割丸太材4・
・・鋼材柱     5・・・開口部6・・・背部  
    7・・・突出側板8・・・角木   9・・・
屋根の軒げた及び二階の敷居10・・・ほぞ溝、ほぞ穴
 11・・・窓・戸枠鋼l2・・・コーナー突出部
Fig. 1...A perspective view showing an embodiment of the present invention Fig. 2...
Fig. 3 is a plan view of a square cylinder steel supporting column, a corner column formed by abutting a steel column with a fitting groove, and fitting logs and half-logs from four directions. ...Front view FIG. 4 showing an embodiment of the present invention...
Figure 5 is a plan view of half-split logs fitted to the window/door frame steel... logs are fitted to the corner pillars formed by combining the support columns of the square column tubular steel and L-shaped steel columns and the steel columns. FIG. 6 is a perspective view showing an embodiment of the present invention in which half-split logs are fitted to window/door frame steel. Square column tube @ 1b... L-shaped column steel 2...
・Supporting column 3...Log material and half-split log material 4.
... Steel column 5 ... Opening 6 ... Back
7...Protruding side plate 8...Square wood 9...
Roof eave and second floor sill 10...mortise, mortise 11...window/door frame steel l2...corner protrusion

Claims (3)

【特許請求の範囲】[Claims] 1.四角柱筒鋼(1a)及びL型柱鋼(1b)は支持柱
(2)として各コーナー部及び間柱部に位置し、支持柱
(2)の各側面に対して、丸太材及び半割丸太材(3)
を嵌合すべく断面がC字状またはコ字状をなす嵌合溝を
有する鋼材柱(4)の開口部(5)とは反対側の背部(
6)を当着することで、コーナー部柱を形成し、コーナ
ー部柱の隅部に位置する鋼材柱(4)の各突出側板(7
)間にて形成すべく直角を有する空間部に対し、突出側
板(7)と同じ巾を有する角木(8)を嵌入し、各突出
側板(7)間に当接することを特徴とする丸太材及び半
割丸太材使用コーナー部構築方法。
1. The square column steel (1a) and the L-shaped steel column (1b) are located at each corner and stud as support columns (2), and logs and half logs are placed on each side of the support columns (2). Material (3)
The back (
6) to form a corner column, and each protruding side plate (7) of the steel column (4) located at the corner of the corner column
) A square wood (8) having the same width as the protruding side plates (7) is fitted into a space having a right angle to be formed between the logs, and the log is abutted between each protruding side plate (7). Corner construction method using lumber and half-split logs.
2.支持柱(2)の先端部を鋼材柱(4)の先端部より
高くし、屋根の軒げた及び二階の敷居(9)のほぞ溝、
ほぞ穴(10)に支持柱(2)の先端部を嵌合すべく段
階にて、屋根の軒げた及び二階の敷居(9)の下端部と
鋼材柱(4)の先端部との間に、コーナー部柱の側面巾
のおよそ半分から4分の1程度の隙間を有することを特
徴とする請求項1記載の丸太材及び半割丸太材使用コー
ナー部構築方法。
2. The tip of the support column (2) is made higher than the tip of the steel column (4), and the roof eave and second floor sill (9) are grooved.
At the stage of fitting the tip of the support column (2) into the mortise (10), a hole is inserted between the roof eave and the lower edge of the second floor sill (9) and the tip of the steel column (4). 2. The method of constructing a corner section using log materials and half log materials according to claim 1, wherein the corner section has a gap of about half to one quarter of the side width of the corner section pillar.
3.断面がコ字状をなす嵌合溝を有する窓・戸枠鋼(1
1)の開口部(5)を壁面方向に向け、仕口加工した丸
太材及び半割丸太材(3)の端部を開口部(5)に嵌合
し、窓・戸枠鋼(11)の先端部を窓・戸枠鋼(11)
の先端部に位置すべく丸太材及び半割丸太材(3)の下
端部に設けたほぞ溝、ほぞ穴(10)にコーナー部柱の
側面巾のおよそ半分から4分の1程度の隙間を有するよ
う嵌合することを特徴とする請求項1記載の丸太材及び
半割丸太材使用コーナー部構築方法。
3. Window/door frame steel with a fitting groove with a U-shaped cross section (1
With the opening (5) of 1) facing the wall, fit the ends of the logs and half-split logs (3) into the opening (5), and then insert the window/door frame steel (11). Window/door frame steel (11)
Leave a gap of approximately half to one-fourth of the side width of the corner post in the mortise and tenon (10) provided at the bottom end of the log and half-log (3) to be located at the tip of the corner post. 2. The method of constructing a corner section using log materials and half log materials according to claim 1, wherein the corner portions are fitted together so as to have the same shape.
JP1160450A 1989-06-22 1989-06-22 Construction method of corner parts using logs and half-cut logs Expired - Lifetime JPH0612025B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1160450A JPH0612025B2 (en) 1989-06-22 1989-06-22 Construction method of corner parts using logs and half-cut logs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1160450A JPH0612025B2 (en) 1989-06-22 1989-06-22 Construction method of corner parts using logs and half-cut logs

Publications (2)

Publication Number Publication Date
JPH0325135A true JPH0325135A (en) 1991-02-01
JPH0612025B2 JPH0612025B2 (en) 1994-02-16

Family

ID=15715197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1160450A Expired - Lifetime JPH0612025B2 (en) 1989-06-22 1989-06-22 Construction method of corner parts using logs and half-cut logs

Country Status (1)

Country Link
JP (1) JPH0612025B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5277008A (en) * 1991-08-16 1994-01-11 Alexander R. Andrews Building blocks
US5293725A (en) * 1992-10-02 1994-03-15 Matticks Richard B Building structure with interlocking components

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5277008A (en) * 1991-08-16 1994-01-11 Alexander R. Andrews Building blocks
US5293725A (en) * 1992-10-02 1994-03-15 Matticks Richard B Building structure with interlocking components

Also Published As

Publication number Publication date
JPH0612025B2 (en) 1994-02-16

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