JPS61179945A - Prefabricated house - Google Patents
Prefabricated houseInfo
- Publication number
- JPS61179945A JPS61179945A JP60019079A JP1907985A JPS61179945A JP S61179945 A JPS61179945 A JP S61179945A JP 60019079 A JP60019079 A JP 60019079A JP 1907985 A JP1907985 A JP 1907985A JP S61179945 A JPS61179945 A JP S61179945A
- Authority
- JP
- Japan
- Prior art keywords
- view
- wall
- roof
- wall member
- sectional
- 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
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】 (発明の対象、産業上の利用分野) 本発明は建築の分野に使用される。[Detailed description of the invention] (Subject of invention, field of industrial application) The invention is used in the field of architecture.
本発明は丸太小屋型の組立家屋に関するものである。The present invention relates to a log cabin type prefabricated house.
(従来技術とその問題点)
近年、カラマツなどの中小径材の付加価値を高める一つ
の方法として、木材の円柱材への加工が注目されている
。円柱材は公園、フィールドアスレチックの設備その他
への利用価値が大きい。また木の素材の暖か味を生かす
ことかてぎる丸太小屋(ログハウス)への利用は特に盛
んで、丸太小屋の別荘、ロッジ、喫茶店が人気を集めて
いる。(Prior art and its problems) In recent years, processing wood into cylindrical materials has been attracting attention as a way to increase the added value of small and medium-diameter materials such as larch. Cylindrical materials have great utility in parks, field athletic facilities, and other applications. In addition, log cabins, which take advantage of the warmth of wood, are particularly popular, and log cabin villas, lodges, and coffee shops are becoming popular.
しかし従来の丸太小屋には次のような問題点があった。However, traditional log cabins had the following problems.
(a)純粋な校倉造りの丸太小屋は支柱、梁などを使用
しないため構造的に強度が弱く建設認可が受けにくい。(a) Log cabins built in a pure warehouse structure do not use supports or beams, so they are structurally weak and difficult to obtain construction approval.
(b)壁材などに使用する円柱材はコストが高く、一般
木造住宅よりも坪当たりの建設費用が高い。(b) Cylindrical materials used for wall materials are expensive, and the construction cost per tsubo is higher than that of a general wooden house.
(C)強度を得るためにボルト、かすがい、その他の補
強材の使用箇所が多く、作業に手間がかかり完成までの
工期が長い。(C) Bolts, bracing, and other reinforcing materials are used in many places to obtain strength, which requires a lot of work and takes a long time to complete.
(d)内壁が丸太で凹凸があり、見た目はよいが生活し
にくい面がある。(d) The interior walls are made of logs and are uneven, making it difficult to live in although it looks good.
などである。etc.
(本発明の目的) 本発明の目的は、 (a)構造的に強度が十分であること。(Objective of the present invention) The purpose of the present invention is to (a) It must have sufficient structural strength.
(b)従来の丸太小屋にくらべて建設費用が安価である
こと。(b) Construction costs are lower than traditional log cabins.
(c)作業工程を単純化して完成までの工期を短くてき
ること。(c) Simplifying the work process and shortening the period for completion.
(d)内壁の凹凸をなくし生活がしやすいこと。(d) It is easy to live in by eliminating unevenness on the inner walls.
などを特徴とする丸太小屋型の組立家屋を提供すること
である。The purpose of the present invention is to provide a log cabin type prefabricated house featuring the following features.
(発明の構成)
上記問題点を解決するために講じた本発明の技術的手段
は次の通りである。(Structure of the Invention) The technical means of the present invention taken to solve the above problems are as follows.
即ち本発明は、組立家屋において、
(a)ほぼ全長にわたってあり溝が形成された支柱と、
(b)断面形状ほぼ半円形で、あり溝に嵌入して支柱間
に掛け渡され、家の内壁および外壁を形成する所要数の
壁部材と、
を備えた組立家屋である。That is, the present invention provides an assembled house with (a) a column having a dovetail groove formed over almost its entire length, and (b) a column having a substantially semicircular cross-sectional shape that fits into the dovetail groove and spans between the columns, and is attached to the inner wall of the house. It is a prefabricated house comprising: and a required number of wall members forming an outer wall.
(実施例)
本発明を、図面に示した実施例に基づき更に詳細に説明
する。(Example) The present invention will be explained in more detail based on the example shown in the drawings.
第1図は正面図、第2図は側面図である。第3図は分解
斜視図である。FIG. 1 is a front view, and FIG. 2 is a side view. FIG. 3 is an exploded perspective view.
符号Hは組立家屋である。組立家屋Hは土台1と壁部2
及び屋根部3により構成される。The symbol H is a prefabricated house. The assembled house H has a foundation 1 and a wall 2
and a roof portion 3.
第4図は土台lの平面図、第5図は基礎の施工状態を示
す第4図におけるB−B断面図である。FIG. 4 is a plan view of the foundation l, and FIG. 5 is a sectional view taken along the line B-B in FIG. 4 showing the construction state of the foundation.
土台1は断面形状逆T字型の四つのコンクリート製のブ
ロック10a、10b、10c、10dを連結金具11
で平面視四角形に連結したものである。ブロック10a
、10b、10c、10dの上面部には所要数のアンカ
ーボルト12が突出している。そして土台1にはアンカ
ーポル)12により壁部2を立設する矩形の下部基枠2
oが取り付けられている。なお符号13は換気口である
。The base 1 is made of four concrete blocks 10a, 10b, 10c, and 10d each having an inverted T-shaped cross section and is connected by a metal fitting 11.
are connected to form a rectangle in plan view. Block 10a
, 10b, 10c, and 10d have a required number of anchor bolts 12 protruding from their upper surfaces. And on the base 1, a rectangular lower base frame 2 on which a wall 2 is erected by an anchor pole 12.
o is attached. Note that the reference numeral 13 is a ventilation opening.
基礎の構造を説明すると、まず所定の大きさに尿られた
溝19の底部に栗石18が敷詰めである。To explain the structure of the foundation, first, a trench 19 of a predetermined size is filled with chestnut stone 18 at the bottom.
栗石18の上には土台1がしっくりとおさまるように砂
17が敷かれ土台1が載置されている。そして土台1の
上に土を埋め戻している。On top of the chestnut stone 18, sand 17 is spread so that the base 1 fits snugly, and the base 1 is placed on it. Then, soil is backfilled on top of foundation 1.
第6図は土台1の他の実施例を示す連結部分の斜視図で
、第7図はその形状を示す分解斜視図である。FIG. 6 is a perspective view of a connecting portion showing another embodiment of the base 1, and FIG. 7 is an exploded perspective view showing its shape.
土台1はそれぞれ二個のブロック15a、15bからな
る。一方のブロック15aはベース16が突出し、他方
のブロック15bは取付台14のほうが突出した形状で
ある。そして第6図のように組合わせて、連結金具11
、llaおよびボルト11bで連結する。本実施例は第
4図に示す実施例の土台lに比べて連結部にズレを生じ
にくい利点がある。The base 1 consists of two blocks 15a and 15b, respectively. The base 16 of one block 15a protrudes, and the mounting base 14 of the other block 15b protrudes. Then, combine the connecting fittings 11 as shown in Fig. 6.
, lla and bolts 11b. This embodiment has the advantage that the connecting portion is less likely to shift than the base l of the embodiment shown in FIG.
次に壁部2の構造を説明する。第8図は第1図における
A−A要部断面図、第9図は第1図におけるC−C要部
断面図である。Next, the structure of the wall portion 2 will be explained. 8 is a cross-sectional view of the main part taken along the line A-A in FIG. 1, and FIG. 9 is a cross-sectional view of the main part taken along the line C-C in FIG.
本実施例では下部基枠20の四隅に四本の支柱21が立
設されている。支柱21の取付方法は特に限定しないが
、こみ栓打ちなど引き抜きに強いものが望ましい。各々
の支柱21の間にはそれぞれ所要数の壁部材23がはめ
込まれている。そして支柱21の最上部には屋根部3を
取り付ける上部基枠20aが取り付けられている。In this embodiment, four pillars 21 are erected at the four corners of the lower base frame 20. Although there are no particular limitations on the method of attaching the strut 21, it is desirable that it be resistant to being pulled out, such as by pounding a cork. A required number of wall members 23 are fitted between each support 21, respectively. An upper base frame 20a to which the roof portion 3 is attached is attached to the top of the support column 21.
第10図は第8図におけるD部の拡大図、第11図は第
9図におけるE部の拡大図である。10 is an enlarged view of section D in FIG. 8, and FIG. 11 is an enlarged view of section E in FIG. 9.
支柱21の側面には二本のあり溝22が長さ方向に形成
されている。二本のあり溝22の形成位置は壁部材23
をはめ込んだときに、二本の壁部材23がほぼ直角にな
る位置である。Two dovetail grooves 22 are formed in the side surface of the column 21 in the length direction. The two dovetail grooves 22 are formed at the wall member 23.
This is the position where the two wall members 23 are approximately at right angles when inserted.
壁部材23は縦断面形状ほぼ半円形で両端部にはあり溝
22にはめ込むほぞ22aを形成している。そして壁部
材23の上部には長さ方向のほぼ全長に渡って連結突部
24が形成され、底部には連結突部24と嵌合する連結
溝部25が形成されている。壁部材23はほぞ22aを
あり溝22にはめ込み、支柱21の上部から順次落とし
込まれる。また連結突部24を前後に挟む上面27a、
27bには上面27aをやや低くして段差を設けている
。これによれば連結突部24を連結溝部25にはめ込ん
で壁部材23を重ねたときに上面27bと壁部材23の
底面28は十分に密着する。The wall member 23 has a substantially semicircular longitudinal section and has tenons 22a formed at both ends to fit into the dovetail grooves 22. A connecting protrusion 24 is formed at the top of the wall member 23 over almost the entire length in the longitudinal direction, and a connecting groove 25 into which the connecting protrusion 24 fits is formed at the bottom. The wall member 23 has its tenon 22a fitted into the dovetail groove 22, and is successively dropped from the top of the support column 21. In addition, an upper surface 27a sandwiching the connecting protrusion 24 in the front and rear,
27b is provided with a step by making the upper surface 27a slightly lower. According to this, when the connecting protrusion 24 is fitted into the connecting groove 25 and the wall members 23 are stacked, the upper surface 27b and the bottom surface 28 of the wall member 23 are in close contact with each other.
なお、窓100の構造は第8図に示すとおりである。ま
ず二本の支柱21に短い壁部材23aをはめ込んでその
中断部で窓口101を形成する。Note that the structure of the window 100 is as shown in FIG. First, the short wall members 23a are fitted into the two pillars 21, and the window 101 is formed at the interrupted portion.
そして窓口101に窓枠102を取り付け、更にサツシ
103を取り付けて窓100を形成する。Then, a window frame 102 is attached to the window 101, and a sash 103 is further attached to form the window 100.
第12図は壁部材23の他の実施例を示す断面図である
。本実施例では壁部材23の接面部201は組立家屋H
の内部に向かって斜め上方へ形成しである。これによれ
ば雨風が内部に侵入しにくい効果がある。FIG. 12 is a sectional view showing another embodiment of the wall member 23. In this embodiment, the contact surface 201 of the wall member 23 is
It is formed diagonally upward toward the inside of the body. This has the effect of preventing rain and wind from entering the interior.
第13図は第9図におけるF部の拡大図である。FIG. 13 is an enlarged view of section F in FIG. 9.
上部基枠20aの底面200には壁部材23の連結突部
24とはめ合う位置に溝部29が形成しである。そして
上部基枠20aを支柱21に取り付けたとき、底面20
0と最上部の壁部材23bの上面27bとの間には隙間
202を設けるようにしている。この隙間202は湿気
により膨張、収縮する壁部材23の縦方向のずれに対応
するためのものである。なお本実施例では溝部29およ
び壁部材23bの連結突部24aはやや大きく形成して
いる。そして溝部29内に所要数のスプリング、板バネ
などの押圧材290を備えており壁部材23を下方向に
押圧するようにしている。これによれば気温、湿度の変
化によって壁部材23の縦方向の膨張、収縮が繰り返さ
れても上下の壁部材23の接面部201に隙間を生じる
ことはない。A groove 29 is formed in the bottom surface 200 of the upper base frame 20a at a position that fits into the connecting protrusion 24 of the wall member 23. When the upper base frame 20a is attached to the support 21, the bottom surface 20a
A gap 202 is provided between the uppermost wall member 23b and the upper surface 27b of the uppermost wall member 23b. This gap 202 is provided to accommodate vertical displacement of the wall member 23 that expands and contracts due to moisture. In this embodiment, the groove portion 29 and the connecting protrusion 24a of the wall member 23b are formed slightly larger. A required number of pressing members 290 such as springs and leaf springs are provided in the groove 29 to press the wall member 23 downward. According to this, even if the wall member 23 is repeatedly expanded and contracted in the vertical direction due to changes in temperature and humidity, no gap will be formed between the contact surfaces 201 of the upper and lower wall members 23.
第14図は上部基枠20aの支柱21への取付方法を示
す分解斜視図である。連結方法は従来技術のどのような
方法でも構わないが、本実施例では屋根部3が容易乙こ
は吹上からないようこここみ栓打ちで連結している。な
お符号205はこみ栓である。FIG. 14 is an exploded perspective view showing a method of attaching the upper base frame 20a to the support column 21. The connection method may be any conventional method, but in this embodiment, the roof portions 3 are connected by plugging here and there to prevent them from blowing up easily. Note that the reference numeral 205 is a drain plug.
第15図は屋根部3の一部切欠正面図である。FIG. 15 is a partially cutaway front view of the roof portion 3.
そして第16図は第15図における1部の拡大断面図、
第17図は5部の拡大断面図、第18図はに部の拡大断
面図で、棟木31への屋根30の取り付は方法を示すも
のである。第19図は第15図におけるG−G要部端面
図であり、壁パネル33の取り付は方法を示している。FIG. 16 is an enlarged sectional view of a part in FIG. 15,
FIG. 17 is an enlarged sectional view of the 5th part, and FIG. 18 is an enlarged sectional view of the 2nd part, showing the method of attaching the roof 30 to the purlin 31. FIG. 19 is an end view of the main part of G--G in FIG. 15, and shows a method for attaching the wall panel 33.
本実施例の屋根部3の屋根形は腰折れ型である。The shape of the roof portion 3 of this embodiment is a bent-back type.
屋根部3の施工方法は従来技術により様々な施工が可能
である。本実施例では、まず壁部2の上部に取り付けた
上部基枠2Oa上につか32、棟木31などで骨組をく
む。つか32には溝部34が形成されており、内部に断
熱材を充填したフラッシュ構造の壁パネル33がはめ込
まれている。また窓口111には開き窓110が取り付
けられている。Various methods of constructing the roof portion 3 are possible using conventional techniques. In this embodiment, first, a frame is placed on top of the upper base frame 2Oa attached to the upper part of the wall part 2 using the poles 32, purlins 31, and the like. A groove portion 34 is formed in the hook 32, and a wall panel 33 of a flash structure filled with a heat insulating material is fitted into the groove portion 34. Further, a casement window 110 is attached to the window 111.
次に棟木31への屋根30の取り付は方法を説明する。Next, a method for attaching the roof 30 to the ridgepole 31 will be explained.
棟木31に取り付けられる屋根30は四枚のパネルから
成っており、内部にグラスウール105などの断熱材を
充填したフラッシュ構造である。まず棟木31に屋根3
0の取り付は角度に合わせた断面形状し型の取付金具3
6をボルト37あるいはコーチスクリュー38などて取
り付ける。そしてその取付金具36に屋根30をボルト
39で取り付ける。なおボルト39の取付部390はフ
ラッシュ構造の屋根30の桟300に形成している。そ
して屋根30に屋根材40を貼り、雨漏り防止および補
強のためのあて板41.42を取り付ける。The roof 30 attached to the ridgepole 31 is made up of four panels, and has a flash structure filled with a heat insulating material such as glass wool 105 inside. First, roof 3 on ridgepole 31
0 is installed using a mounting bracket 3 with a cross-sectional shape that matches the angle.
6 with bolts 37 or coach screws 38. Then, the roof 30 is attached to the mounting bracket 36 with bolts 39. Note that the mounting portion 390 of the bolt 39 is formed on the crosspiece 300 of the roof 30 having a flush structure. Then, a roofing material 40 is applied to the roof 30, and cover plates 41 and 42 are attached for preventing rain leakage and reinforcing the roof.
また、桟300にボルト39を固定し屋根材40、あて
板41.42を取り付けた屋根30をあらかじめ作成し
ておきそれを組み立ててもよい。Alternatively, the roof 30 may be created in advance by fixing bolts 39 to the crosspiece 300 and attaching the roofing material 40 and the cover plates 41 and 42, and then assembling the roof 30.
本実施例の組立家屋Hの組立手順を次に示す。The procedure for assembling the prefabricated house H of this embodiment is shown below.
(1)溝19に土台1を据え付は基礎を作る。(1) Installing the foundation 1 in the groove 19 creates a foundation.
(2)土台1に下部基枠20aを取り付け、支柱21を
立設する。(2) Attach the lower base frame 20a to the foundation 1 and erect the support columns 21.
(3)支柱21間に壁部材23を上から落とし込み、壁
を形成する。(3) Wall members 23 are dropped from above between the supports 21 to form a wall.
(4)上部基枠20aを支柱21に取り付ける。(4) Attach the upper base frame 20a to the support column 21.
(5)上部基枠20aに棟木31、つか32などで屋根
部3の枠組をし、合わせて壁パネル33をはめ込む・
(6)屋130を枠組の棟木31に取り付ける。(5) Frame the roof section 3 with the ridgepoles 31, ridgepoles 32, etc. on the upper base frame 20a, and fit the wall panels 33 together. (6) Attach the roof 130 to the ridgepoles 31 of the framework.
(7)屋根30に屋根(第40を貼り、あて板41.4
2を取り付ける。(7) Roof (past No. 40 on roof 30, cover plate 41.4
Attach 2.
(8)窓100.110、ドアなとを取り付ける。(8) Install windows 100 and 110 and doors.
以上て組立が完了する。The assembly is completed.
なお組立家屋H内に中二階を造り、空間部が有効に活用
できるようにしてもよい。Note that a mezzanine floor may be built in the prefabricated house H so that the space can be used effectively.
(発明の効果)
本発明は上記構成を備えているので次のような効果を生
じる。(Effects of the Invention) Since the present invention has the above configuration, the following effects are produced.
(a)純粋な校倉造りの丸太小屋とは違い、支柱、梁を
使用しているので強度が十分である。(a) Unlike log cabins built in pure warehouse construction, this log cabin uses supports and beams, so it is strong enough.
(b)壁材には円柱材を半分にした半円柱材を使用して
いるので材料費が安くなり、従来の丸太小屋にくらべ建
設費用が安価である。(b) Since half-cylindrical material is used for the wall material, the material cost is low, and the construction cost is lower than that of conventional log cabins.
(C)ボルト、かすがい、その他の補強材の使用箇所が
少なく、組立の工程を簡単にしており工期が短くてすむ
。(C) Fewer bolts, bolts, and other reinforcing materials are used, simplifying the assembly process and shortening the construction period.
(d)内壁には凹凸が少なくほぼ平坦であるのて生活が
しやすい。(d) The interior walls have few irregularities and are almost flat, making it easy to live in.
なとである。It is Nato.
図面は本発明の実施例を示し、
第1図は正面図。
第2図は側面図。
第3図は分解斜視図。
第4図は土台の平面図。
第5図は基礎の施工状態を示す第3図におけるB−B断
面図。
第6図は土台の他の実施例を示す連結部の斜視図。
第7図はブロックの連結部の形状を示す分解斜視図。
第8図は第1図におけるA−A要部断面図第9図は第1
図におけるC−C要一部断面図。
第10図は第8図におけるD部の拡大図。
第11図は第9図におけるE部の拡大図。
第12図は壁部材の他の実施例を示す断面図。
第13図は第9図におけるF部の拡大図。
第14図は上部基枠の支柱への取付方法を示す分解斜視
図。
第15図は屋根部の一部切欠正面図。
第16図は第15図における1部の拡大断面図。
第17図は第15図における1部の拡大断面図。
第18図は第15図における■(部の拡大断面図。
第19図は壁パネルの取り付は方法を示す第15図にお
けるG−G要部端面図である。
H;組立家屋
21;支柱
22;あり溝
23;壁部材The drawings show an embodiment of the invention, and FIG. 1 is a front view. Figure 2 is a side view. FIG. 3 is an exploded perspective view. Figure 4 is a plan view of the foundation. FIG. 5 is a sectional view taken along line BB in FIG. 3 showing the construction state of the foundation. FIG. 6 is a perspective view of a connecting portion showing another embodiment of the base. FIG. 7 is an exploded perspective view showing the shape of the connecting portion of the block. Figure 8 is a cross-sectional view of the main part taken along line A-A in Figure 1.
A cross-sectional view of a main part of CC in the figure. FIG. 10 is an enlarged view of section D in FIG. 8. FIG. 11 is an enlarged view of section E in FIG. 9. FIG. 12 is a sectional view showing another embodiment of the wall member. FIG. 13 is an enlarged view of section F in FIG. 9. FIG. 14 is an exploded perspective view showing how to attach the upper base frame to the support column. FIG. 15 is a partially cutaway front view of the roof. FIG. 16 is an enlarged sectional view of a portion of FIG. 15. FIG. 17 is an enlarged sectional view of a portion of FIG. 15. Fig. 18 is an enlarged sectional view of the part (■) in Fig. 15. Fig. 19 is an end view of the main part of G-G in Fig. 15 showing how to install the wall panel. H: Assembly house 21; 22; Dovetail groove 23; Wall member
Claims (1)
に掛け渡され、家の内壁および外壁を形成する所要数の
壁部材と、 を備えた組立家屋。[Claims] In an assembled house, (a) a column having a dovetail groove formed over almost the entire length; (b) a column having a substantially semicircular cross-sectional shape that fits into the dovetail groove and spans between the columns; A prefabricated house comprising: a required number of wall members forming an inner wall and an outer wall;
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60019079A JPS61179945A (en) | 1985-02-01 | 1985-02-01 | Prefabricated house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60019079A JPS61179945A (en) | 1985-02-01 | 1985-02-01 | Prefabricated house |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61179945A true JPS61179945A (en) | 1986-08-12 |
JPH0339138B2 JPH0339138B2 (en) | 1991-06-12 |
Family
ID=11989430
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60019079A Granted JPS61179945A (en) | 1985-02-01 | 1985-02-01 | Prefabricated house |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61179945A (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63177507U (en) * | 1987-05-11 | 1988-11-17 | ||
JPH022907U (en) * | 1988-06-13 | 1990-01-10 | ||
JPH0425734U (en) * | 1990-06-22 | 1992-02-28 | ||
JPH04153434A (en) * | 1990-10-16 | 1992-05-26 | Misawa Homes Co Ltd | Wall structure of log house |
JPH04153433A (en) * | 1990-10-16 | 1992-05-26 | Misawa Homes Co Ltd | Log house |
JPH06108554A (en) * | 1991-12-22 | 1994-04-19 | Noboru Yamamoto | Log house construction method |
JP2016166481A (en) * | 2015-03-10 | 2016-09-15 | 株式会社アールシーコア | Log house |
JP2019152054A (en) * | 2018-03-05 | 2019-09-12 | 格 大坪 | Log connection structure for log house |
WO2021210221A1 (en) * | 2020-04-17 | 2021-10-21 | 株式会社エコファクトリー | Wall surface structure and building |
JP2022010254A (en) * | 2020-04-17 | 2022-01-14 | 株式会社 エコファクトリー | Wall surface structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003013516A (en) * | 2001-07-04 | 2003-01-15 | Choichi Ono | Expansion and shrinkage absorbing work method for wooden block and structure of wooden block |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5953972A (en) * | 1982-09-20 | 1984-03-28 | Eibun Amamiya | Automatic selecting system of data |
JPS59100023U (en) * | 1982-12-24 | 1984-07-06 | 三本松森林組合 | Wall structure of wooden architecture |
-
1985
- 1985-02-01 JP JP60019079A patent/JPS61179945A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5953972A (en) * | 1982-09-20 | 1984-03-28 | Eibun Amamiya | Automatic selecting system of data |
JPS59100023U (en) * | 1982-12-24 | 1984-07-06 | 三本松森林組合 | Wall structure of wooden architecture |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63177507U (en) * | 1987-05-11 | 1988-11-17 | ||
JPH022907U (en) * | 1988-06-13 | 1990-01-10 | ||
JPH0425734U (en) * | 1990-06-22 | 1992-02-28 | ||
JPH04153434A (en) * | 1990-10-16 | 1992-05-26 | Misawa Homes Co Ltd | Wall structure of log house |
JPH04153433A (en) * | 1990-10-16 | 1992-05-26 | Misawa Homes Co Ltd | Log house |
JPH06108554A (en) * | 1991-12-22 | 1994-04-19 | Noboru Yamamoto | Log house construction method |
JP2016166481A (en) * | 2015-03-10 | 2016-09-15 | 株式会社アールシーコア | Log house |
JP2019152054A (en) * | 2018-03-05 | 2019-09-12 | 格 大坪 | Log connection structure for log house |
WO2021210221A1 (en) * | 2020-04-17 | 2021-10-21 | 株式会社エコファクトリー | Wall surface structure and building |
JP2021169747A (en) * | 2020-04-17 | 2021-10-28 | 株式会社 エコファクトリー | Wall surface structure and building |
JP2022010254A (en) * | 2020-04-17 | 2022-01-14 | 株式会社 エコファクトリー | Wall surface structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0339138B2 (en) | 1991-06-12 |
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