JPH0826597B2 - Wall panel made of half log - Google Patents

Wall panel made of half log

Info

Publication number
JPH0826597B2
JPH0826597B2 JP2017797A JP1779790A JPH0826597B2 JP H0826597 B2 JPH0826597 B2 JP H0826597B2 JP 2017797 A JP2017797 A JP 2017797A JP 1779790 A JP1779790 A JP 1779790A JP H0826597 B2 JPH0826597 B2 JP H0826597B2
Authority
JP
Japan
Prior art keywords
joint
wall
fitting
assembling
wall member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2017797A
Other languages
Japanese (ja)
Other versions
JPH03224929A (en
Inventor
隆 佐藤
隆久 佐藤
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.)
SATO MOKUZAI KOGYO KK
Original Assignee
SATO MOKUZAI KOGYO KK
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 SATO MOKUZAI KOGYO KK filed Critical SATO MOKUZAI KOGYO KK
Priority to JP2017797A priority Critical patent/JPH0826597B2/en
Publication of JPH03224929A publication Critical patent/JPH03224929A/en
Publication of JPH0826597B2 publication Critical patent/JPH0826597B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 (イ)発明の目的 〈産業上の利用分野〉 本発明は間伐材等の半割丸太材を利用した建築用壁パ
ネルに関するもので住宅(山小屋、バンガロー、一般住
宅その他建築物を含む、)等の内外壁兼用壁部材或は建
築物の間切り用材としても利用するものである。
DETAILED DESCRIPTION OF THE INVENTION (a) Purpose of the invention <Industrial field of application> The present invention relates to a wall panel for construction using half-cut logs such as thinned wood, etc. Houses (mountain huts, bungalows, general houses, etc.) It is also used as a wall member for both inner and outer walls such as a building) or a material for thinning a building.

〈従来の技術について〉 この種従来の技術は、例えば実開昭53−132723号公報
及び実開昭54−181511号公報並びに出願人が先に提供し
た特願60−109033号等がある。
<Regarding the Prior Art> Examples of this type of conventional technology include Japanese Utility Model Laid-Open No. 53-132723 and Japanese Utility Model Laid-Open No. 54-181511, and Japanese Patent Application No. 60-1009033 previously provided by the applicant.

〈発明が解決せんとする問題点〉 前記従来の技術は特に外壁として使用した場合はその
構造上又木材の性質上乾燥膨縮するのが常であるから壁
部材間又は柱組付部に隙間が生じ壁外側に吹きつける雨
水が壁部材を組付けた柱を伝わって流れ、或は壁部材の
接合部に残留し、時には室内に滲みでたり、壁部材間や
壁部材と柱との間に結露を生じ壁部材や柱及び土台の腐
触を早め、或は隙間風の侵入をみるなどの欠点があっ
た。
<Problems to be Solved by the Invention> When the above-mentioned conventional technique is used as an outer wall, it is usually dried and expanded or contracted due to its structure or the property of wood. Rainwater that blows to the outside of the wall flows through the pillars to which the wall members are assembled, or remains at the joints of the wall members, sometimes bleeds into the room, or between the wall members or between the wall members and the pillars. There was a drawback such that dew condensation occurred on the walls, the corrosion of wall and pillars and the base was accelerated, and the entry of drafts was observed.

このことは、各壁部材の構造及び接合組付け工法に欠
点があるからで、本発明においては各壁部材間特にこれ
を組付けした柱との隙間から侵入した雨水を速やかに流
下して柱への滲潤や各壁部材の接合面に水分の残留等を
防止する構造となっていないからである。
This is because the structure of each wall member and the joining and assembling method have drawbacks. Therefore, in the present invention, rainwater that has entered between the wall members, particularly the gap between the wall member and the column to which the wall member is assembled, is swiftly flowed down and This is because it does not have a structure for preventing bleeding into the surface and residual water on the joint surface of each wall member.

本発明は以上のような従来の構造から生ずる欠点を壁
部材構造の改善と柱への組付け構造の改善により雨水の
室内への滲潤を防ぎ且つ壁部材間及び当該部材と柱との
間に生ずる結露並びに湿気による柱の下部や土台の腐触
等を防止せんとするものである。
SUMMARY OF THE INVENTION The present invention has the above-mentioned drawbacks caused by the conventional structure by preventing the infiltration of rainwater into the room by improving the structure of the wall member and the structure of assembling it to the pillar, and between the wall members and between the member and the pillar. It prevents the corrosion of the lower part of the pillar and the base due to the dew condensation and moisture generated in the.

(ロ)発明の構成と作用について 本発明は以上の目的をもってなされたものであるが、
これを実施例である図面に従って説明する。
(B) Constitution and operation of the invention The present invention has been made with the above object,
This will be described with reference to the drawings that are examples.

第1図(A)は半割丸太材の斜視説明図で、(B)
(C)はこれより製したる従来技術の壁部材(1′)の
一例であるが、本発明においても、半割丸太の壁素材
(1)を所要の長さに切断し、その上下長辺部を全長に
亘り適宜の巾で各壁部材の組付接合面を平面状に切削形
成して壁部材とする手段においては変らない。しかし
て、本発明においては第2図以下に示すように外皮を水
圧等で剥離した半割丸太の壁素材(1)を使用し、当該
素材(1)の曲面両端部を、適宜の奥行き(A)と巾
(A′)をもって切り欠いて建造物の柱(6)に組付け
る柱組付部(7)を形成する。他方素材(1)の上部長
辺部の全長にわたり、割面(2)から適宜巾の接合面
(4)を、次いで適宜の巾(B)と適宜の高さ(B′)
を有する接合凸部(5)を形成し、更に当該凸部(5)
の基部から曲面(3)にかけて接合面(8)を切削形成
して上面接合部を構成する。更に当該壁素材(1)の下
部長辺部の全長にわたり、割面(2)から前記上面接部
の巾(C)と同一巾の接合面を切削形成し、前記接合凸
部(5)との対称位置に、接合凸部(5)を嵌合組付け
する接合凹部(9)を、接合凸部(5)の高さ(B′)
を深さ(G′)とし、その巾(B)を巾(G)として形
設し、下面接合部を構成する。更に両端部に形成してあ
る柱組付部(7)には、その端面の縦中心線を中心とし
て、前記切り欠き巾(A′)を深さとする適宜の巾
(D)からなる嵌挿溝(10)を、その両側に適宜の厚さ
(F)(F)で組付部をのこして形成して壁部材(11)
を構成する。他方前記嵌挿溝(10)の奥行き(A′)を
縦巾(A″)とし、巾(D)より幾分小なる長さを横巾
(D′)とする適宜の長さ(E)を有する連結補強兼雨
水誘導嵌挿桟(12)を使用し、各壁部材(11)の上面接
合部に形成した接合凸部(5)に他の壁部材(11)の下
面に形成した接合凹部(9)を嵌合組付けすると共に嵌
挿溝(10)には連結補強兼雨水誘導嵌挿桟(12)を遊嵌
挿通して必要とする広さの壁パネル(13)を構成する。
そして、当該壁パネル(13)の両端部に設けてある柱組
付部(7)を建造物柱(6)に設けてある組付け用目地
溝(14)に組付けて建造物の壁を構成するものである。
FIG. 1 (A) is a perspective explanatory view of a half-cut log material, and (B)
(C) is an example of a conventional wall member (1 ') manufactured from this, but in the present invention as well, the wall material (1) of a half-cut log is cut into a required length, and the vertical length thereof is cut. There is no change in the means in which the assembling joint surface of each wall member is cut into a flat shape to form a wall member with an appropriate width over the entire length. Therefore, in the present invention, as shown in FIG. 2 and subsequent figures, a wall material (1) of a half-cut log whose outer skin is peeled off by water pressure or the like is used, and both end portions of the curved surface of the material (1) have an appropriate depth ( A) and a width (A ′) are cut out to form a pillar assembly part (7) to be assembled to the pillar (6) of the building. On the other hand, over the entire length of the upper long side portion of the material (1), from the split surface (2) to the joining surface (4) of an appropriate width, then to an appropriate width (B) and an appropriate height (B ').
Forming a joint protrusion (5) having
The joining surface (8) is cut and formed from the base portion to the curved surface (3) to form the upper joining portion. Further, a joint surface having the same width as the width (C) of the upper surface contact portion is cut and formed from the split surface (2) over the entire length of the lower long side portion of the wall material (1) to form the joint convex portion (5). The joint recess (9) for fitting and assembling the joint protrusion (5) is provided at the symmetrical position of the height (B ′) of the joint protrusion (5).
Is formed as a depth (G ') and its width (B) is formed as a width (G) to form a bottom surface joint. Further, the pillar assembly portion (7) formed at both ends is fitted with an appropriate width (D) with the notch width (A ′) as the depth with the vertical center line of the end surface as the center. The wall member (11) is formed by forming the groove (10) on both sides thereof with an appropriate thickness (F) (F) by attaching the assembling portion.
Is configured. On the other hand, the depth (A ') of the fitting groove (10) is a vertical width (A "), and a length slightly smaller than the width (D) is a horizontal width (D'). Using the connecting reinforcement and rainwater guide fitting insertion bar (12) having a joint, the joint convex portion (5) formed on the upper joint portion of each wall member (11) is joined to the lower surface of another wall member (11). A wall panel (13) of a required size is formed by fitting and assembling the recessed portion (9), and by loosely fitting and inserting the connecting reinforcement and rainwater guide fitting and inserting rail (12) in the fitting and inserting groove (10). .
Then, the pillar assembling parts (7) provided at both ends of the wall panel (13) are assembled to the assembling joint groove (14) provided in the building pillar (6) to form the wall of the building. It is what constitutes.

壁パネル(13)は所要の長さを有する前記壁部材(11)
の複数を、連結補強兼雨水誘導嵌挿桟(12)をもって所
要の面積を有するパネルとして構成したもので、これを
必要に応じて所要面積の壁形成個所の柱(6)に設けた
組付用目地溝(14)に柱組付部(7)を嵌め込み所要の
壁を形成するものである。
The wall panel (13) has the wall member (11) having a required length.
Is a panel having a required area with a connecting reinforcement and rainwater guide fitting bar (12), which is provided on a pillar (6) of a wall forming portion having a required area, if necessary. The pillar assembly portion (7) is fitted into the joint groove (14) to form a required wall.

本発明は前記構造を有する半割丸太の壁部材(11)を
使用し、外壁用として使用する場合は各部材(11)の曲
面(3)を外側にして、上面に形成した接合凸部(5)
に他の壁部材(11)の接合凹部(9)を嵌合して互の接
合面を密接し、ついで連結補強兼雨水誘導嵌挿桟(12)
を嵌挿溝(10)に遊嵌しつつ適宜数の壁部材(11)毎又
は数部材毎に釘等で当該嵌挿桟(12)を壁部材(11)に
止め、必要とする面積の壁パネル(13)を構成したなら
ば、建築柱(6)に設けてある組付用目地溝(14)に嵌
込み固定する。
The present invention uses the wall member (11) of the half-log having the above-mentioned structure, and when it is used for the outer wall, the curved surface (3) of each member (11) is placed outside and the joining convex portion ( 5)
The fitting recesses (9) of the other wall member (11) are fitted to each other to bring the joint surfaces into close contact with each other, and then the connecting reinforcement and rainwater guide fitting bar (12).
While fitting the fitting insertion groove (10) loosely, the fitting insertion bar (12) is fixed to the wall member (11) with an appropriate number of wall members (11) or every several members to secure the required area. Once the wall panel (13) is constructed, it is fitted and fixed in the assembly joint groove (14) provided in the building column (6).

なお、本発明の壁部材(11)と連結補強兼雨水誘導嵌
挿桟(12)を使用して、予め必要とする面積(規格)の
壁パネル(13)を製作しておいてこれを建築時に嵌め込
んでゆけば極めて能率的に壁を仕上げてゆくことが可能
である。
A wall panel (13) having a required area (standard) is manufactured in advance by using the wall member (11) of the present invention and the connection reinforcement and rainwater guide fitting insertion bar (12). It is possible to finish a wall extremely efficiently if it fits in sometimes.

(ニ)発明の効果について 本発明は以上のような構成及び作用を有するから先ず
第1に当該壁に吹きつける雨水などは壁部材(11)の上
面に形成した立上り、即ち接合凸部(5)によって壁内
面に滲みこむことを完全に防止するばかりでなく、若し
接合面に滲みこんだ雨水が壁部材(11)の左右両端部に
形成した嵌挿溝(10)に流れ込んでも、当該嵌挿溝(1
0)に嵌挿してある連結補強兼雨水誘導嵌挿桟(12)と
嵌挿溝(10)との間には木材の乾燥等により僅かのすき
まがあるから当該桟(12)をつたわって速やかに流れ落
ちるので、当発明壁部材(11)を使用した壁において
は、建造物の柱(6)には勿論のこと壁部材(11)間及
び柱(6)との間にも残留しないから結露を生ずること
もないし、乾燥も早く、壁材そのものは勿論のこと建物
の柱、土台等の寿命にも影響がない。勿論梅雨時などに
おいても、室内押入れにカビ等が生ずることもない。
(D) Effects of the Invention Since the present invention has the above-described configuration and operation, first of all, rainwater or the like sprayed on the wall is formed on the upper surface of the wall member (11), that is, the joint projection (5). ) Not only completely prevent the water from seeping into the inner surface of the wall, but even if rainwater seeping into the joint surface flows into the fitting grooves (10) formed at the left and right ends of the wall member (11), Insertion groove (1
(0) There is a slight gap between the connection reinforcement and rainwater guide fitting insertion bar (12) and the fitting groove (10) due to the drying of wood etc. In the wall using the wall member (11) of the present invention, dew condensation does not remain on the pillar (6) of the building and also between the wall member (11) and the pillar (6). It does not occur, it dries quickly, and it does not affect the life of the wall material itself, as well as the pillars and foundations of the building. Of course, even during the rainy season, the indoor closet will not be moldy.

更に第2には、各壁部材(11)は連結補強兼雨水誘導
嵌挿桟(12)によって組まれ、更には嵌合凹部(9)に
接合凸部(5)が上向きに嵌入され一枚の壁パネル(1
3)として構成されるから、各壁部材(11)の乾燥又は
吸湿による各壁部材(11)の伸縮度が例え異なっても、
従来のように壁部材(11)が個々にガタガタすることも
なく、更に柱(6)の組付用目地溝(14)に組み付けて
いること、壁及び各壁部材(11)が相当な厚さを有し竪
牢であることと相まって壁全体が歪むことは全くない。
Secondly, each wall member (11) is assembled by a connection reinforcing and rainwater guide fitting insertion bar (12), and further, a joint projection (5) is fitted upward in the fitting recess (9) to form one piece. Wall panels (1
Since it is configured as 3), even if the expansion and contraction degree of each wall member (11) due to drying or moisture absorption of each wall member (11) is different,
There is no individual rattling of the wall member (11) as in the prior art, and the wall member (11) is installed in the joint groove (14) for assembly of the pillar (6), and the wall and each wall member (11) have a considerable thickness. There is no distortion of the entire wall in combination with the fact that it is a prison.

第3には、壁が風雨にさられた場合従来の土、モルタ
ル等使用の場合は壁の下地からすべて取り換えて補修を
しなければならず工事費(人件費、材料費等)がかさむ
が、本発明の場合は壁部材(11)そのものが半割丸太で
あるため外部曲面(3)の塗装を繰り返しさえすれば家
屋の寿命とほぼ同じ期間取りかえを必要とせず、何らか
の事情で修理修復の必要があるときは新たな壁パネル
(13)と交換すれば足りるので極めて能率的経済的でも
あるという多くの利点を有するものである。
Thirdly, if the wall is exposed to wind and rain, and if conventional soil or mortar is used, all the groundwork of the wall must be replaced and repaired, which increases construction costs (labor costs, material costs, etc.). In the case of the present invention, since the wall member (11) itself is a half-cut log, if the outer curved surface (3) is repeatedly painted, it does not require replacement for the same period as the life of the house, and for some reason repair or restoration is required. It has the many advantages that it is also very efficient and economical because it can be replaced with a new wall panel (13) when needed.

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

図面は実施例を示すもので、第1図(A)は半割丸太材
の斜視説明図で、(B)は従来の半割丸太材を使用した
壁部材の一例であって、その斜視説明図であり、(C)
はその正面図、(D)は側面図であってそれぞれ説明図
である。 第2図(A)は本発明半割丸太の壁部材の正面図、 (B)は、平面図で、 (C)は、連結補強兼雨水誘導桟で組付けた場合の底面
図である。 (D)は、拡大側面図、 (E)は、本願壁部材と連結補強兼雨水誘導嵌挿桟との
組付工程を示す斜視図。 第3図は連結補強兼雨水誘導嵌挿桟の斜視図、 第4図(A)は、規格壁パネルの正面説明図であり、
(B)(C)は柱に設けた組付用目地溝の実施例を示す
平面拡大図で、(D)は柱に組付け壁を構成した状態を
示す説明図である。 (1)……壁素材 (1′)……従来の壁部材の一例 (2)……割面 (3)……曲面 (4)……接合面 (4′)……接合面 (5)……接合凸部 (6)……建造物の柱 (7)……柱組付部 (7′)……従来の壁部材の柱組付部 (8)……接合面 (8′)……接合面 (9)……接合凹部 (10)……嵌挿溝 (11)……壁部材 (12)……連結補強兼雨水誘導嵌挿桟 (13)……壁パネル (14)……柱に設けた組付用目地溝 (A)……切り欠き奥行き (A′)……切り欠き巾 (B)……接合凸部の巾 (B′)……接合凸部の高さ (C)……上部接合部の巾 (C′)……下部接合部の巾 (D)……嵌挿溝巾 (A″)……嵌挿補強兼雨水誘導嵌挿桟の縦長 (D)…… 〃 〃 〃 の横長 (E)…… 〃 〃 〃 の高さ (F)……嵌挿溝の両側に形成された組付部の厚さ (G)……嵌合凹部の巾 (G′)……嵌合凹部の深さ
The drawings show examples, and FIG. 1 (A) is a perspective explanatory view of a half-cut log, and (B) is an example of a wall member using a conventional half-cut log. It is a figure, (C)
Is a front view thereof, and (D) is a side view thereof, respectively. FIG. 2 (A) is a front view of the wall member of the half-cut log of the present invention, (B) is a plan view, and (C) is a bottom view when it is assembled with a connecting reinforcement and rainwater guide bar. (D) is an enlarged side view, (E) is a perspective view showing a process of assembling the wall member of the present application and the connection reinforcement and rainwater guide fitting insertion rail. FIG. 3 is a perspective view of a connection reinforcement and rainwater guide fitting insertion bar, and FIG. 4 (A) is a front explanatory view of a standard wall panel,
(B) (C) is an enlarged plan view showing an embodiment of an assembling joint groove provided on a pillar, and (D) is an explanatory view showing a state where an assembling wall is formed on the pillar. (1) …… Wall material (1 ′) …… Example of conventional wall member (2) …… Cleaving surface (3) …… Curved surface (4) …… Joint surface (4 ′) …… Joint surface (5) …… Joining convex part (6) …… Building pillar (7) …… Pillar assembling part (7 ′) …… Conventional wall member pillar assembling part (8) …… Joining surface (8 ′)… … Joint surface (9) …… Joint recess (10) …… Fit insertion groove (11) …… Wall member (12) …… Connection reinforcement and rainwater guide fitting bar (13) …… Wall panel (14) …… Assembling joint groove provided on the pillar (A) …… Notch depth (A ′) …… Notch width (B) …… Width of joint protrusion (B ′) …… Height of joint protrusion (C) ) Width of upper joint (C ') ...... Width of lower joint (D) …… Width of fitting slot (A ″) …… Vertical length of fitting and reinforcing rainwater guide fitting (D) …… Horizontal length of 〃 〃 (E) …… Height of 〃 〃 〃 (F) …… Formed on both sides of the fitting groove Assembled part thickness (G) …… Mating recess width (G ′) …… Mating recess depth

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】半割丸太材の割面(2)を内壁面とし、曲
面(3)を外壁面とした壁素材(1)における前記曲面
の両端部を切り欠いて建造物の柱(6)に組付ける柱組
付部(7)を形成し、他方素材(1)の上部長辺部の全
長にわたり、割面(2)から適宜幅の接合面(4)を、
次いで接合凸部(5)を形成し、更に該接合凸部(5)
の基部から曲面(3)にかけて接合面(8)を形成して
上面接合部を構成し、更に壁素材(1)の下部長辺部の
全長にわたり、割面(2)から前記上面接合部と同一幅
の下部接合面を形成し、該下部接合面における前記接合
凸部(5)との対称位置に、該接合凸部を嵌合組付けす
る嵌合凹部(9)を形設して下面接合部を構成し、更に
前記両柱組付部(7)には、嵌挿溝(10)をその両側に
適宜の厚さで組付部を残して形成して壁部材(11)と
し、前記嵌挿溝(10)には連結補強兼雨水誘導嵌挿桟
(12)を遊嵌挿通し、前記各壁部材(11)の上面接合部
に形成した接合凸部(5)に他の壁部材(11)の下面接
合部に形成した接合凹部(9)を嵌合組付けてなること
を特徴とする半割丸太材よりなる壁パネル。
1. A pillar (6) of a building, wherein both ends of the curved surface of a wall material (1) having a split surface (2) of a half log material as an inner wall surface and a curved surface (3) as an outer wall surface are cut out. ) Is formed into a column assembly part (7), and the joining surface (4) of an appropriate width is formed from the split surface (2) over the entire length of the upper long side of the material (1).
Next, a joint protrusion (5) is formed, and the joint protrusion (5) is further formed.
A joint surface (8) is formed from the base portion to the curved surface (3) to form an upper surface joint portion, and further, from the split surface (2) to the upper surface joint portion over the entire length of the lower long side portion of the wall material (1). A lower joint surface having the same width is formed, and a fitting concave portion (9) for fitting and assembling the joint convex portion is formed at a symmetrical position on the lower joint surface with the joint convex portion (5) to form a lower surface. A joint portion is formed, and further, a fitting insertion groove (10) is formed on both sides of the both pillar assembling portion (7) with an appropriate thickness to leave an assembling portion to form a wall member (11). A connecting reinforcing and rainwater guide fitting bar (12) is loosely fitted and inserted into the fitting groove (10), and a connecting convex portion (5) formed on the upper surface joint part of each wall member (11) is provided with another wall. A wall panel made of a half-divided log, characterized by fitting and assembling a joint recess (9) formed in a bottom joint of a member (11).
JP2017797A 1990-01-30 1990-01-30 Wall panel made of half log Expired - Lifetime JPH0826597B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017797A JPH0826597B2 (en) 1990-01-30 1990-01-30 Wall panel made of half log

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017797A JPH0826597B2 (en) 1990-01-30 1990-01-30 Wall panel made of half log

Publications (2)

Publication Number Publication Date
JPH03224929A JPH03224929A (en) 1991-10-03
JPH0826597B2 true JPH0826597B2 (en) 1996-03-13

Family

ID=11953708

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017797A Expired - Lifetime JPH0826597B2 (en) 1990-01-30 1990-01-30 Wall panel made of half log

Country Status (1)

Country Link
JP (1) JPH0826597B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2587701Y2 (en) * 1993-02-23 1998-12-24 数寄清計画研究所株式会社 building
US5423153A (en) * 1993-07-14 1995-06-13 Woolems; Brent E. Simulated log siding for buildings
HN1998000160A (en) * 1998-10-09 1999-01-08 Karl Herman Berberich HONDULOG MODULAR CONSTRUCTION SYSTEM

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59100023U (en) * 1982-12-24 1984-07-06 三本松森林組合 Wall structure of wooden architecture
JPS60184148A (en) * 1984-03-02 1985-09-19 田口 純弘 Wall surface construction method using thinning material as member
JPS61266756A (en) * 1985-05-21 1986-11-26 佐藤木材工業株式会社 Wall member

Also Published As

Publication number Publication date
JPH03224929A (en) 1991-10-03

Similar Documents

Publication Publication Date Title
CZ58594A3 (en) Rafter or pole profiled rod
US5341611A (en) Structural framing system for buildings
JPH0826597B2 (en) Wall panel made of half log
JP3026419B2 (en) Wall panels and exterior wall structures
JPH02292438A (en) Building structure of wooden house
JP3759816B2 (en) Building roof structure
JP2552574Y2 (en) Exterior wall joint structure
KR200231137Y1 (en) Construction of a pillar
JPS587882Y2 (en) corner post
KR200269581Y1 (en) wall panel
JP2544869B2 (en) Method of connecting frame member and panel and panel used for it
JP3050518B2 (en) Houses using panels for building wooden houses
JPS6133782Y2 (en)
JPH0124245Y2 (en)
JPH05321323A (en) Method and member for constructing building
JP2690259B2 (en) Wooden building
JP2000234433A (en) Projected corner forming metal fixture and projected corner structure making use thereof
JP3467327B2 (en) Installation method of external sash in assembled panel house
JP2517825B2 (en) Sleeve wall panel
JPS6029572Y2 (en) Frame for architectural panels
JPH10205147A (en) Method for extending minihouse
JPH073978A (en) Assembled type backing material
JP4464215B2 (en) Construction method of wall panel connection
JPH08135083A (en) Building material formed by connecting plates and building constructed using the material
JP3289659B2 (en) Protruding structure of joist and its construction method