JPS63304851A - Construction of wall - Google Patents
Construction of wallInfo
- Publication number
- JPS63304851A JPS63304851A JP62142016A JP14201687A JPS63304851A JP S63304851 A JPS63304851 A JP S63304851A JP 62142016 A JP62142016 A JP 62142016A JP 14201687 A JP14201687 A JP 14201687A JP S63304851 A JPS63304851 A JP S63304851A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- fitting
- flat
- wall surface
- lumber
- 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
Links
- 238000010276 construction Methods 0.000 title description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 5
- 239000012779 reinforcing material Substances 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 3
- 229920003002 synthetic resin Polymers 0.000 description 7
- 239000000057 synthetic resin Substances 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
発明の目的
（産業上の利用分野）
この発明はログハウス等の建築において実施される壁の
構築方法に関する。DETAILED DESCRIPTION OF THE INVENTION Object of the Invention (Field of Industrial Application) The present invention relates to a method for constructing walls that is carried out in the construction of log houses and the like.
（従来の技術）
従来、ログハウス等の壁を構築する場合には、周面の一
部を切り取って断面太鼓状にした複数の丸太材を、切断
面が重なるようにして積み上げ、これらに補強用の鉄筋
を通していた。(Conventional technology) Conventionally, when constructing the walls of a log house, etc., a plurality of logs with a drum-shaped cross section cut out from a portion of the circumference are piled up so that the cut surfaces overlap, and the logs are reinforced. Reinforcing steel for this purpose was passed through.
（発明が解決しようとする問題点）
ところが、この従来の壁の構築方法では、壁の内外両面
に凹凸が形成され、その凹凸の壁面を平坦にすることが
難しいため、厨房、風呂あるいはトイレ等の内装に手間
が掛かるという問題があった。(Problems to be Solved by the Invention) However, in this conventional wall construction method, unevenness is formed on both the inside and outside of the wall, and it is difficult to make the uneven wall surface flat, so it is difficult to make the uneven wall surface flat. The problem was that it took a lot of time to decorate the interior.
この発明は上記の問題点を解消するためになされたもの
であって、その目的は外壁面を凹凸状に構成してログハ
ウスの外観を維持することができるとともに、内壁面を
平坦にして内装工事を容易に行うことができ、しかも充
分な強度を確保して高層建築にも適用可能な壁の構築方
法を提供することにある。This invention was made to solve the above-mentioned problems, and its purpose is to maintain the appearance of a log house by configuring the outer wall surface in an uneven shape, and to maintain the appearance of the log house by making the inner wall surface flat. To provide a method for constructing a wall that can be easily constructed, has sufficient strength, and can be applied to high-rise buildings.
発明の構成
（問題点を解決するための手段）
上記の目的を達成するために、この発明においては、嵌
合溝を有する一対の鋼材柱を、その嵌合溝が対向するよ
うに所定の間隔をおいて立設した後、断面ほぼ半円状を
なすとともに、軸線に沿って延びる平坦面を存し、かつ
両端に嵌合突部を有する材木を、その嵌合突部にて各鋼
材柱の嵌合溝に嵌合して材木を順次積み上げることによ
り、各材木の平坦面によって平坦な内壁面を構成し、次
いで、前記内壁面に防水材を重ね合わせる工程と、前記
内壁面に補強材を組みつける工程とのいずれか一方の工
程を実施した後、他方の工程を実施するようにしている
。Structure of the Invention (Means for Solving the Problems) In order to achieve the above object, in this invention, a pair of steel columns having fitting grooves are arranged at a predetermined interval so that the fitting grooves face each other. After the lumber is erected with a semi-circular cross section, a flat surface extending along the axis, and a fitting protrusion at both ends, each steel column is fitted with the fitting protrusion. By fitting the lumber into the fitting grooves and piling up the lumber one after another, a flat inner wall surface is formed by the flat surface of each lumber, and then a step of overlapping a waterproof material on the inner wall surface, and a reinforcing material on the inner wall surface. After one of the steps of assembling is performed, the other step is performed.
（作用）
従って、この発明によれば、壁の外側面に凹凸が形成さ
れてログハウスの外観が維持され、壁の内側面が平坦に
されて内装工事を容易に施工でき、しかも補強材によっ
て壁の強度を確保できる。(Function) Therefore, according to the present invention, unevenness is formed on the outer surface of the wall to maintain the appearance of the log house, and the inner surface of the wall is made flat so that interior work can be easily carried out. The strength of the wall can be ensured.
（実施例）
以下、この発明を具体化した一実施例を図面に従って詳
細に説明する。(Example) Hereinafter, an example embodying the present invention will be described in detail with reference to the drawings.
まず、この実施例のログハウスの構造について説明する
と、第２図に示すように、ログハウスは、それぞれ左右
一対の前後壁１ａ、ｉｂ、２ａ、２ｂ及び左右の側壁３
を備えると共に、各コーナ一部において外方へ向かって
直交状に突出する突出壁４を備えている。第２図に示す
四角枠状の丸太土台５上において各壁１ａ、ｌｂ、２ａ
、２ｂ。First, to explain the structure of the log house of this embodiment, as shown in FIG.
, and a protruding wall 4 protruding perpendicularly outward at a portion of each corner. Each wall 1a, lb, 2a on the square frame-shaped log base 5 shown in FIG.
, 2b.
３の端部には第３図に示す２種類の鋼材柱６ａ。At the end of 3 are two types of steel columns 6a shown in FIG.
６ｂが所定間隔をおいて立設されている。即ち、前後壁
１ ａ、 １ ｂ、２ ａ、２ ｂ、３を構築するた
めの鋼材柱６ａは断面ほぼコ字状をなすと共に、長手方
向に延びる嵌合溝７を備え、その嵌合溝７の底面には嵌
合溝７をその長手方向に沿って内外に部分する突条８が
装着されている。又、突出壁４等を構築するための鋼材
柱６ｂは断面ほぼＣ字状をなすと共に、長手方向に延び
る嵌合溝９を備え、その嵌合溝９の両側開口縁には互い
に対向する突条９ａがそれぞれ形成されている。6b are erected at predetermined intervals. That is, the steel column 6a for constructing the front and rear walls 1a, 1b, 2a, 2b, 3 has a substantially U-shaped cross section, and is provided with a fitting groove 7 extending in the longitudinal direction. A protrusion 8 is attached to the bottom surface of the fitting groove 7 to extend the fitting groove 7 inwardly and outwardly along its longitudinal direction. Further, the steel column 6b for constructing the protruding wall 4, etc. has a substantially C-shaped cross section and is provided with a fitting groove 9 extending in the longitudinal direction, and the opening edges on both sides of the fitting groove 9 are provided with mutually opposing protrusions. A strip 9a is formed respectively.
又、各壁１ａ、ｌｂ、２ａ、２ｂ、３を構築するための
材木１０は間伐材にて断面ほぼ半円状に形成され、軸線
方向に延びる平坦面１０ａを備えている。各材木１０の
両端には嵌合突部１０ｂがそれぞれ形成されている。そ
して、互いに対向して立設した一対の鋼材柱６ａの嵌合
溝７の外側部分７ａに各材木ｌＯの嵌合突部１０ｂが順
次嵌合されて、複数の材木１０が積み上げられることに
より、例えば第３図に示すように後壁２ａ、２ｂ及び側
壁３の外側部分Ａが構築され、その外側部分Ａの内壁面
に平坦面が構成されている。又、両嵌合突部１０ｂが前
記鋼材柱６ａの嵌合溝７の内側部分７ｂに順次嵌合され
て材木１０が積み上げられることにより、例えば後壁２
ａ、 ２ｂ及び側壁３の内側部分Ｂが構築され、その
内側部分Ｂの外壁面に前記外側部分Ａの内壁面に対向す
る平坦面が形成されると共に、画部分Ａ、Ｂ間には所定
の間隙Ｓが形成されている。Further, the timber 10 for constructing each wall 1a, lb, 2a, 2b, 3 is formed from thinned timber and has a substantially semicircular cross section, and has a flat surface 10a extending in the axial direction. Fitting protrusions 10b are formed at both ends of each timber 10, respectively. Then, the fitting protrusions 10b of each lumber 10 are sequentially fitted into the outer portions 7a of the fitting grooves 7 of the pair of steel columns 6a set up to face each other, and the plurality of lumber 10 are piled up. For example, as shown in FIG. 3, outer portions A of the rear walls 2a, 2b and side walls 3 are constructed, and the inner wall surfaces of the outer portions A are formed as flat surfaces. Further, by sequentially fitting both fitting protrusions 10b into the inner portions 7b of the fitting grooves 7 of the steel column 6a and stacking the timbers 10, for example, the rear wall 2
a, 2b and an inner portion B of the side wall 3 are constructed, and a flat surface opposite to the inner wall surface of the outer portion A is formed on the outer wall surface of the inner portion B, and a predetermined gap is formed between the screen portions A and B. A gap S is formed.
前記間隙Ｓ内において外側部分Ａの内壁面には防水、防
風及び断熱機能を備えた合成樹脂製シート１２が貼り合
わされると共に、その外側部分Ａの両側に位置する鋼材
柱６ａには鉄筋によってＸ字状に組まれた補強材（筋か
い）１３がその開放端にてボルト又は溶接により固定さ
れている。In the gap S, a synthetic resin sheet 12 with waterproof, windproof and heat insulating functions is bonded to the inner wall surface of the outer portion A, and the steel columns 6a located on both sides of the outer portion A are provided with A reinforcing member (brace) 13 arranged in a character shape is fixed at its open end by bolts or welding.
更に、突出壁４を構築するための木片１４は断面円形状
をなし、その一端に形成された嵌合突部１４ａが鋼材柱
６ｂに順次嵌合されることによって、各突出壁４が構築
されている。Further, the wooden pieces 14 for constructing the protruding walls 4 have a circular cross section, and each protruding wall 4 is constructed by sequentially fitting the fitting protrusion 14a formed at one end to the steel column 6b. ing.
さて、上記のように構成されたログハウスにおいて、断
面ほぼ半円状の材木１０を使用して、壁を構築する場合
には、第１図に示すように、嵌合溝７が対向するように
、所定間隔をおいて２本の鋼材柱６ａを第２図に示す丸
太土台５上に立設する。次に、各材木１０の平坦面１０
ａが内側を向くように、各材木１０の嵌合突部１０ｂを
鋼材柱６ａの嵌合溝７の外側部分７ａに嵌合しながら、
複数の材木１０を積み上げる。この作業により、第１図
に示すように、例えば右側後壁２ｂの外側部分Ａが構築
され、その内壁面に平坦面が形成される。次いで、前記
外側部分Ａの平坦面に合成樹脂製シート１２を貼り合わ
せた後、Ｘ字状の補強材（筋かい）１３を合成樹脂製シ
ート１２の前面に配置し、その開放端部を各鋼材柱６ａ
に固定する。Now, in the log house constructed as described above, when constructing a wall using lumber 10 having an approximately semicircular cross section, the fitting grooves 7 are arranged to face each other as shown in FIG. Then, two steel columns 6a are erected on the log base 5 shown in FIG. 2 at a predetermined interval. Next, the flat surface 10 of each timber 10
While fitting the fitting protrusion 10b of each lumber 10 into the outer part 7a of the fitting groove 7 of the steel column 6a so that a is facing inward,
A plurality of timbers 10 are piled up. Through this operation, as shown in FIG. 1, for example, the outer portion A of the right rear wall 2b is constructed, and a flat surface is formed on the inner wall surface thereof. Next, after pasting the synthetic resin sheet 12 on the flat surface of the outer portion A, an X-shaped reinforcing member (brace) 13 is placed on the front surface of the synthetic resin sheet 12, and its open ends are Steel column 6a
Fixed to.
上記の状態で、組立て作業を終了すれば、壁の外側に凹
凸を形成してログハウスの外観を維持できるとともに、
内側に平坦な壁面を形成することができる。従って、こ
の平坦な壁面に対しては、厨房、風呂又はトイレ等の内
装工事を容易に施すことができる。しかも、材木１０の
平坦面１０ａ及び接合部分が合成樹脂製シート１２によ
って覆われているため、ハウス内部に雨水等が進入した
りすることがなく、又、断熱及び防音を図ることができ
る。更には、補強材（筋かい）１３が使用されているた
め、壁を強固に構築して高層建築にも適用することがで
きる。If you complete the assembly work in the above condition, you can form unevenness on the outside of the wall and maintain the appearance of the log house.
A flat wall surface can be formed on the inside. Therefore, interior work for a kitchen, bath, toilet, etc. can be easily carried out on this flat wall surface. Furthermore, since the flat surface 10a and joint portion of the timber 10 are covered with the synthetic resin sheet 12, rainwater etc. do not enter the inside of the house, and heat insulation and soundproofing can be achieved. Furthermore, since the reinforcing material (bracing) 13 is used, the wall can be constructed strongly and can be applied to high-rise buildings.
一方、引き続き、各鋼材柱６ａの嵌合溝７の内側部分７
ｂには、各材木１０の平坦面１０ａが外側を向くように
、各材木ｌＯの嵌合突部１０ｂを鋼材柱６ａの嵌合溝７
の内側部分７ｂに嵌合しながら、複数の材木１０を積み
上げれば、壁の内側部分Ｂを構築することができる。こ
の場合、前記合成樹脂製シート１２及び補強材（筋かい
）１３が壁の内外両側部分Ａ、Ｂの間に配置される。On the other hand, the inner portion 7 of the fitting groove 7 of each steel column 6a
b, the fitting protrusion 10b of each lumber 10 is inserted into the fitting groove 7 of the steel column 6a so that the flat surface 10a of each lumber 10 faces outward.
The inner part B of the wall can be constructed by piling up a plurality of timbers 10 while fitting into the inner part 7b of the wall. In this case, the synthetic resin sheet 12 and reinforcing material (brace) 13 are placed between the inner and outer portions A and B of the wall.
上記の順序に従って、ログハウスの前後壁１ａ＋ｌｂ、
２ａ、２ｂ及び側壁３を構築し、各部の両側端部間をボ
ルト等によって連結した後、予め、鋼材柱６ｂに木片１
４を嵌合してユニット化された突出壁４を丸太土台５の
所定位置に立設すれば、ログハウスの壁部の構築を終了
することができる。According to the above order, the front and rear walls of the log house 1a+lb,
2a, 2b and the side wall 3, and after connecting both ends of each part with bolts etc., a piece of wood 1 is attached to the steel column 6b in advance.
4 and unitized projecting wall 4 is erected at a predetermined position on log base 5, construction of the wall of the log house can be completed.
なお、この発明は前記実施例に限定されるものではなく
、例えば第４図に示すように、左右の前後壁１ａ、ｌｂ
、２ａ、２ｂの連結部分において、断面Ｈ型をなす前後
一対の鋼材柱１５を利用し、各鋼材柱１５の嵌合溝１５
ａに各材木１０の嵌合突部１０ｂを嵌合させるようにし
たり、同図に２点鎖線で示すようにログハウス内へ突出
する突出壁４を設けたり、防水材として、合成樹脂板等
を使用したりする等、この発明の趣旨から逸脱しない範
囲で各部の構成を任意に変更することも可能である。Note that the present invention is not limited to the above-mentioned embodiment, and for example, as shown in FIG.
, 2a, 2b, a pair of front and rear steel columns 15 having an H-shaped cross section are used to connect the fitting grooves 15 of each steel column 15.
The fitting protrusions 10b of each lumber 10 are fitted to the lumber 10, or a protruding wall 4 is provided that protrudes into the log house as shown by the two-dot chain line in the same figure, or a synthetic resin plate or the like is used as a waterproof material. It is also possible to arbitrarily change the configuration of each part without departing from the spirit of the present invention, such as by using the following.
発明の効果
以上詳述したように、この発明は外壁面を凹凸状に構成
してログハウスの外観を維持することができるとともに
、内壁面を平坦にして内装工事を容易に行うことができ
、しかも充分な強度を確保して高層建築にも適用できる
という優れた効果を発揮する。Effects of the Invention As detailed above, the present invention makes it possible to maintain the appearance of a log house by configuring the outer wall surface in an uneven shape, and also makes it possible to easily carry out interior work by making the inner wall surface flat. Moreover, it has the excellent effect of ensuring sufficient strength and can be applied to high-rise buildings.
第１図〜第３図はこの発明を具体化した一実施例を示す
ものであって、第１図は壁の分解斜視図、第２図はログ
ハウスの壁部全体を示す斜視図、第３図は後壁を拡大し
て示す平断面図、第４図は別個を示す部分平断面図であ
る。
図中、６ａ・・・綱材柱、７・・・嵌合溝、１０・・・
材木、１０ａ・・・平坦面、１０ｂ・・・嵌合突部、１
２・・・防水材としての合成樹脂製シート、１３・・・
補強材（筋かい）。1 to 3 show an embodiment embodying the present invention, in which FIG. 1 is an exploded perspective view of a wall, FIG. 2 is a perspective view showing the entire wall of a log house, and FIG. FIG. 3 is an enlarged plan sectional view showing the rear wall, and FIG. 4 is a partial plan sectional view showing the rear wall separately. In the figure, 6a... rope column, 7... fitting groove, 10...
Timber, 10a...Flat surface, 10b... Fitting protrusion, 1
2...Synthetic resin sheet as waterproof material, 13...
Reinforcement material (bracing).
Claims (1)
の嵌合溝（７）が対向するように所定の間隔をおいて立
設した後、断面ほぼ半円状をなすとともに、軸線に沿っ
て延びる平坦面（１０ａ）を有し、かつ両端に嵌合突部
（１０ｂ）を有する材木（１０）を、その嵌合突部（１
０ｂ）にて各鋼材柱（６ａ）の嵌合溝（７）に嵌合して
材木（１０）を順次積み上げることにより、各材木（１
０）の平坦面（１０ａ）によって平坦な内壁面を構成し
、次いで、前記内壁面に防水材（１２）を重ね合わせる
工程と、前記内壁面に補強材（１３）を組み付ける工程
とのいずれか一方の工程を実施した後、他方の工程を実
施するようにしたことを特徴とする壁の構築方法。1. A pair of steel columns (6a) having fitting grooves (7) are erected at a predetermined interval so that the fitting grooves (7) face each other, and then the columns have a substantially semicircular cross section; A lumber (10) having a flat surface (10a) extending along the axis and having fitting protrusions (10b) at both ends is
0b) by fitting into the fitting groove (7) of each steel column (6a) and stacking the timber (10) one after another.
A step of forming a flat inner wall surface using the flat surface (10a) of 0), and then overlapping a waterproof material (12) on the inner wall surface, or a step of assembling a reinforcing material (13) on the inner wall surface. A method for constructing a wall, characterized in that one step is performed and then the other step is performed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62142016A JPS63304851A (en) | 1987-06-05 | 1987-06-05 | Construction of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62142016A JPS63304851A (en) | 1987-06-05 | 1987-06-05 | Construction of wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63304851A true JPS63304851A (en) | 1988-12-13 |
| JPH0232421B2 JPH0232421B2 (en) | 1990-07-20 |
Family
ID=15305413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62142016A Granted JPS63304851A (en) | 1987-06-05 | 1987-06-05 | Construction of wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63304851A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0618013U (en) * | 1992-08-19 | 1994-03-08 | サンデン株式会社 | Bracket structure of heat exchanger |
| JP7169690B2 (en) * | 2021-01-06 | 2022-11-11 | 株式会社アールシーコア | wood for log house |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4829227A (en) * | 1971-08-20 | 1973-04-18 | ||
| JPS53132723U (en) * | 1977-03-28 | 1978-10-20 |
-
1987
- 1987-06-05 JP JP62142016A patent/JPS63304851A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4829227A (en) * | 1971-08-20 | 1973-04-18 | ||
| JPS53132723U (en) * | 1977-03-28 | 1978-10-20 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0232421B2 (en) | 1990-07-20 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |