JP2570544Y2 - Pillar establishment fixed structure in wooden building - Google Patents

Pillar establishment fixed structure in wooden building

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Publication number
JP2570544Y2
JP2570544Y2 JP7415593U JP7415593U JP2570544Y2 JP 2570544 Y2 JP2570544 Y2 JP 2570544Y2 JP 7415593 U JP7415593 U JP 7415593U JP 7415593 U JP7415593 U JP 7415593U JP 2570544 Y2 JP2570544 Y2 JP 2570544Y2
Authority
JP
Japan
Prior art keywords
fitting
wedge
column
pillar
wooden building
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 - Fee Related
Application number
JP7415593U
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Japanese (ja)
Other versions
JPH0740810U (en
Inventor
清司 細川
Original Assignee
清司 細川
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 清司 細川 filed Critical 清司 細川
Priority to JP7415593U priority Critical patent/JP2570544Y2/en
Publication of JPH0740810U publication Critical patent/JPH0740810U/en
Application granted granted Critical
Publication of JP2570544Y2 publication Critical patent/JP2570544Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は木造建築物における柱設
立固定構造の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a fixed structure for establishing a pillar in a wooden building.

【0002】[0002]

【従来の技術】木造建築物において、柱を土台または基
礎に設立固定するには、従来から切り刻み,穿孔等の加
工によるものや、釘,ボルト・ナット,ジベル、フラン
ジプレート等の接合金具によるもの、接着剤によるも
の、これらを併用するもの等各種の型式が知られてい
る。
2. Description of the Related Art In wooden buildings, pillars are established and fixed on a base or a foundation by cutting, drilling, or the like, or by joining metal fittings such as nails, bolts and nuts, dowels, and flange plates. Various types are known, such as those using an adhesive and those using them in combination.

【0003】[0003]

【考案が解決しようとする課題】従来の上記各種の型式
のものは、いずれも一般木材すなわちムク材を接合する
ために開発採用されているものであって、それなりの作
用効果を挙げているとは認められる。しかし、それは、
近時、注目されかつ建築されるようになった構造用集成
材を主要構造部に使用する大規模木造建築物における柱
の設立固定構造にとっては、緊締強度が不足する、接合
金具が外面に露出し不体裁である、構造が複雑である等
の欠点があり必ずしも十分満足するものではない。
The above-mentioned various types of conventional types have been developed and adopted for joining general wood, i.e., Muku material, and have a certain effect. Is allowed. But it is
Established pillars in large-scale wooden buildings that use structural glued laminated timber for main structural parts, which have recently attracted attention and are being built. However, it is not always satisfactory because it has disadvantages such as inconspicuousness and complicated structure.

【0004】本考案の主たる目的は、一般木材を使用し
た木造建築物はもちろん構造用集成材を使用した大規模
木造建築物においても、その柱の設立固定構造を外観を
損なうことなく、しかも、きわめて簡単な構造によっ
て、十分満足できる緊締強度にすることにある。
The main object of the present invention is not only to a wooden building using general wood but also to a large-scale wooden building using structural glued laminated lumber without impairing the appearance of the fixed structure of the pillars. An extremely simple structure is to provide a sufficiently satisfactory tightening strength.

【0005】[0005]

【課題を解決するための手段】本考案柱設立固定構造の
構成は次のとおりである。
Means for Solving the Problems The constitution of the pillar establishment fixed structure of the present invention is as follows.

【0006】 接合金具cが、取付け孔3を有する基
板1の上面に柱嵌合筒体2を設立し、その柱嵌合筒体2
に楔窓孔4を設けている。 土台bが、その上面に上記接合金具cを、基板1の
取付け孔3を嵌めたアンカーボルト5にナット6を螺合
することによって緊締固着している。 柱aが、その下端部の中央に、接合金具cの上記柱
嵌合筒体2を受入する嵌合空処7を、該柱aの下面に開
口させて掘削形成するとともに、その嵌合空処7を横断
する状態にして、しかも柱aの対向する両側面a,a
に両端を開口させた楔挿通横孔8を貫通形成してい
る。 柱aが、それの嵌合空処7を、土台bに緊締固着し
ている接合金具cの柱嵌合筒体2に嵌合するとともに、
互いに対応している楔挿通横孔8と楔窓孔4に、打込み
横長楔11を水平に打設挿入することにより該柱aを土
台bに緊結している。
The joining fitting c establishes the column fitting cylinder 2 on the upper surface of the substrate 1 having the mounting hole 3, and the column fitting cylinder 2
Is provided with a wedge window hole 4. A base b is tightly fixed on its upper surface by screwing a nut 6 to an anchor bolt 5 in which the mounting hole 3 of the substrate 1 is fitted. In the center of the lower end of the column a, a fitting cavity 7 for receiving the column fitting cylinder 2 of the joint fitting c is opened at the lower surface of the column a to form an excavation. 7 and the opposite side faces a 1 , a
2 , a wedge insertion lateral hole 8 having both ends opened is formed to pass therethrough. The column a fits its fitting cavity 7 into the column fitting cylinder 2 of the joint fitting c that is tightly fixed to the base b,
The column a is tightly connected to the base b by horizontally driving and inserting a driving wedge 11 into the corresponding wedge insertion lateral hole 8 and wedge window hole 4.

【0007】[0007]

【作用】柱aの嵌合空処7を、土台bに緊締固着してい
る接合金具cの柱嵌合筒体2に嵌合させ、さらに、柱a
の楔挿通横孔8と接合金具cの楔窓孔4に打込み横長楔
11を打設挿入することによって、柱aを土台bに容易
に設立固定できる。しかも、打込み横長楔11は、柱a
の楔挿通横孔8に水平に打設挿入すればよいから、その
打設作業はきわめて簡単に行うことができる。
The fitting space 7 of the column a is fitted to the column fitting cylinder 2 of the joint fitting c firmly fixed to the base b.
By inserting and inserting the horizontally long wedge 11 into the wedge insertion lateral hole 8 and the wedge window hole 4 of the joint fitting c, the column a can be easily established and fixed to the base b. In addition, the driving horizontal wedge 11 is
It is only necessary to horizontally insert and insert the wedge into the horizontal wedge insertion hole 8, so that the installation operation can be performed extremely easily.

【0008】[0008]

【実施例】まず、図1〜5に示す第1実施例について説
明する。aは柱、bはコンクリート基礎またはその上に
乗載設置した横木等の土台であり、cは接合金具であ
る。接合金具cは、柱aの下面と同じ大きさと形状であ
ってかつ土台bと同じ幅員を有する方形の基板1の上面
中央に平面正方形状の角筒でる柱嵌合筒体2を設立して
なるものである。3は上記基板1の四隅に設けた取付け
孔、4は上記柱嵌合筒体2の対向する各側壁41,2
設けた楔窓孔である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, a first embodiment shown in FIGS. a is a pillar, b is a concrete foundation or a base such as a crosspiece mounted on the concrete foundation, and c is a joint fitting. The joint fitting c has a column-fitting cylindrical body 2 which is a square square planar cylinder at the center of the upper surface of a rectangular substrate 1 having the same size and shape as the lower surface of the column a and having the same width as the base b. It becomes. 3 mounting holes provided in the four corners of the substrate 1, 4 is a wedge window hole provided in the respective side walls 4 1, 4 2 facing the pillar fitting cylinder 2.

【0009】この接合金具cは、基板1と柱嵌合筒体2
を各別に用意し、それらを溶接またはねじ止め等適宜の
手段方法で組み立てるか、全体を一体成型するかして、
いずれにしても簡単に製作できるものである。
This joint fitting c is composed of a substrate 1 and a column fitting cylinder 2
Prepare each separately, assemble them by appropriate means such as welding or screwing, or mold the whole integrally,
In any case, it can be easily manufactured.

【0010】土台bは、底板1の四隅の各取付け孔3に
一致する位置にアンカーボルト5を植立突設している。
上記接合金具cは、各取付け孔3をアンカーボルト5に
嵌め、かつ、柱嵌合筒体2の楔窓孔3を設けた側壁41,
2 を土台bの長手方向に向けて該土台bに乗載され、
ナット6によって緊締固着されている。
The base b has anchor bolts 5 projectingly protruded from the four corners of the bottom plate 1 at positions corresponding to the respective mounting holes 3.
The joint device c is fitted to the mounting holes 3 to the anchor bolt 5 and side walls 4 1 provided with Kusabimadoana 3 pillars fitting cylinder 2,
42 is mounted on the base b with the base 2 facing the longitudinal direction of the base b,
It is tightly fixed by a nut 6.

【0011】柱aは、その下端部の中央に、接合金具c
の柱嵌合筒体2を受入するのに必要なそれと同形かつ同
大の嵌合空処7を該柱aの下面に開口させて掘削形成し
ている。8は、柱aの対向する側面a1,2 に両端を開
口させて、しかも、嵌合空処7を横断する状態で貫通形
成した楔挿通横孔で、それは、後述のように接合金具c
の楔窓孔4と対応する位置に該楔窓孔4と同じ大きさに
して設けられている。9は、柱aの下面の四隅に掘削形
成した凹処で、上記取付け孔3およびアンカーボルト5
に対応する位置に設けられている。
The pillar a is provided with a joint fitting c at the center of its lower end.
A fitting cavity 7 having the same shape and the same size as that required for receiving the column fitting cylindrical body 2 is formed in the lower surface of the column a by excavation. Reference numeral 8 denotes a wedge insertion lateral hole which has both ends opened on opposite side surfaces a 1 and a 2 of the column a and is formed so as to penetrate the fitting cavity 7 so as to be described later. c
The same size as the wedge window hole 4 is provided at a position corresponding to the wedge window hole 4. Reference numerals 9 denote recesses formed at four corners of the lower surface of the pillar a.
Is provided at a position corresponding to.

【0012】柱aの土台bへの設立固定は次のようにし
て行われる。柱aの下端部を、土台bに前記のようにし
て緊締固着してある接合金具cの上方に支持し、嵌合空
処7を柱嵌合筒体2に嵌合させるとともに、凹処9をア
ンカーボルト5に螺合しているナット6に嵌合させなが
ら降ろし、楔挿通横孔8を楔窓孔4に対応させる(図
3)。続いて、対応した上記楔挿通横孔8と楔窓孔4に
楔案内片10と打込み横長楔11を挿通する。楔案内片
10は、柱aの径と同じ長さを有し、かつ、一側面10
1 に対して他側面102 を傾斜面とした先細のもので、
その一側面101 に柱嵌合筒体2の楔窓孔4の上縁に嵌
合する凹溝103 を刻設している。打込み横長楔11
は、柱aの径より十分に長く、かつ、一側面111 に対
して他側面112 を傾斜面とした先細のものである。
The pillar a is fixed to the base b in the following manner. The lower end of the column a is supported above the joint fitting c which is tightly fixed to the base b as described above, so that the fitting cavity 7 is fitted to the column fitting cylinder 2 and the recess 9 is formed. Is fitted to the nut 6 screwed to the anchor bolt 5, and is lowered to make the wedge insertion lateral hole 8 correspond to the wedge window hole 4 (FIG. 3). Subsequently, the wedge guide piece 10 and the driving laterally long wedge 11 are inserted into the corresponding wedge insertion horizontal holes 8 and wedge window holes 4. The wedge guide piece 10 has the same length as the diameter of the column a, and
It is tapered with the other side 10 2 as an inclined surface with respect to 1 .
It is engraved grooves 10 3 that fits the upper edge of Kusabimadoana 4 Hashirahama case cylinder 2 on one side surface 10 1. Driving horizontal wedge 11
It is sufficiently longer than the diameter of the column a, and is of a tapered and inclined surface other side 11 2 with respect to one side surface 11 1.

【0013】上記楔案内片10と打込み横長楔11の上
記楔挿通横孔8と楔窓孔4への挿通に当たっては、ま
ず、楔案内片10を、その凹溝103 を、楔窓孔4の上
縁に嵌合させた状態で楔挿通横孔8と楔窓孔4に挿通し
ておき(図4)。その後、打込み横長楔11を、その傾
斜している他側面112 を、下向きになっいる楔案内片
10の傾斜している他側面102 に摺接させながら打ち
込む(図4)。
[0013] When the insertion into the wedge insertion transverse hole 8 and Kusabimadoana 4 above wedge guide piece 10 and the driving Horizontal wedge 11, first, the wedge guide piece 10, the grooves 10 3, Kusabimadoana 4 Is inserted into the wedge insertion lateral hole 8 and the wedge window hole 4 while being fitted to the upper edge (FIG. 4). Thereafter, implanted Horizontal wedge 11, the other side surface 11 2 that the inclined, implanted while in sliding contact with the other side surface 10 2 are inclined in wedge guide piece 10 which in its downward position (Fig. 4).

【0014】この打込み横長楔11の打込みにより、柱
a全体が接合金具cの基板1に向かって下降し、その基
板1に下面を完全に圧接する。このように、柱aの下面
が基板1に完全圧接したとき、柱aの側面a1,a2 の外
方に突出している打込み横長楔11の両端を鋸で切断除
去する(図5)。
Due to the driving of the horizontal wedge 11, the entire column a descends toward the substrate 1 of the joint fitting c, and the lower surface thereof is completely pressed against the substrate 1. As described above, when the lower surface of the column a is completely pressed against the substrate 1, both ends of the driving laterally long wedge 11 projecting outward from the side surfaces a 1 and a 2 of the column a are cut and removed with a saw (FIG. 5).

【0015】次に、図6,7に示す第2実施例について
説明する。この第2実施例は、柱a′が、その下面に第
1実施例の凹処9を設けていないこと、接合金具c′
が、その基板1′を肉厚にし、取付け孔3′の上半部分
を大径部3″としていることにおいて、第1実施例と相
違し、その他の構成は同第1実施例と同じである。
Next, a second embodiment shown in FIGS. The second embodiment is different from the first embodiment in that the column a 'does not have the recess 9 of the first embodiment on the lower surface thereof,
However, the second embodiment differs from the first embodiment in that the thickness of the substrate 1 'is increased and the upper half of the mounting hole 3' is formed as a large-diameter portion 3 ", and the other structure is the same as that of the first embodiment. is there.

【0016】この第2実施例の接合金具c′を土台b′
(コンクリート基礎12に横木13を乗載してなる)に
取付け固定したときアンカーボルト5の先端とそれに螺
合したナット6が上記大径部3″内に位置する。その他
の点は、第1実施例の場合と同じであるから、重複説明
の煩を避けるため同じ部分には同じ符号を付して説明を
省略する。
The joining fitting c 'of the second embodiment is mounted on a base b'.
(When the cross bar 13 is mounted on the concrete foundation 12) and fixed, the tip of the anchor bolt 5 and the nut 6 screwed to it are located in the large diameter portion 3 ". Since they are the same as those in the embodiment, the same reference numerals are given to the same portions to avoid duplication of the description, and the description will be omitted.

【0017】さらに、図8,9に示す第3実施例につい
て説明する。この第3実施例は、接合金具c″が、基板
1″の中央に第1,2実施例の角筒ではなく円筒を柱嵌
合筒体2″として設立していること、その直径線上の対
向位置に楔窓孔4″を設けていること、該柱嵌合円筒
2″の下周面と基板1″との間に廻り止めのための複数
の翼片21 を設置していることにおいて、第1実施例と
相違する。
Next, a third embodiment shown in FIGS. The third embodiment is different from the first embodiment in that the joining metal c "is not a square tube of the first and second embodiments but a cylinder as the column fitting cylinder 2" at the center of the substrate 1 ". "that are provided, the pillar fitting cylindrical 2" Kusabimadoana 4 position opposing that are installed a plurality of wing 2 1 for detent between the lower peripheral surface and the substrate 1 " In this embodiment, the second embodiment differs from the first embodiment.

【0018】それにともなって、柱a″が、柱嵌合筒体
2″を受入する嵌合空処7″を掘設するとともに、この
嵌合空処7″を横断する楔挿通横孔8″を設けているこ
と、上記した複数の翼片21 を受入する複数の嵌合溝1
4を上記嵌合空処7″に連続させて設けていることにお
いて、第1実施例と相違する。しかし、その他の構成、
および土台b″への設立固定方法等は、第1実施例と実
質的に変わるところがないので、重複説明の煩を避ける
ため同じ部分には同じ符号を付して説明を省略する。
Along with this, the column a "digs a fitting cavity 7" for receiving the column fitting cylindrical body 2 ", and the wedge insertion lateral hole 8" crosses the fitting cavity 7 ". And a plurality of fitting grooves 1 for receiving the plurality of wing pieces 21 described above.
4 in that it is provided continuously with the fitting cavity 7 ".
Since the method of establishing and fixing to the base b "is substantially the same as that of the first embodiment, the same reference numerals are given to the same parts and their explanation is omitted to avoid duplication of explanation.

【0019】[0019]

【考案の効果】以上のべたところから明らかなように、
本考案によれば次の効果を奏する。柱の嵌合空処を、土
台に緊締固着している接合金具の柱嵌合筒体に嵌合さ
せ、さらに、柱の楔挿通横孔と接合金具の楔窓孔に打込
み横長楔を打設挿入することによって、柱を土台に簡単
にしかも強固に設立固定できる。その上、打込み横長楔
は、柱の楔挿通横孔に水平に打設挿入すればよいから、
その打設作業はきわめて簡単に行うことができる。
[Effect of the invention] As is clear from the above,
According to the present invention, the following effects can be obtained. The fitting space of the column is fitted to the column fitting cylinder of the fitting that is tightly fixed to the base, and further, a laterally long wedge is driven into the wedge insertion lateral hole of the column and the wedge window hole of the fitting. By inserting, the pillar can be easily and firmly established and fixed on the base. In addition, the driving laterally long wedge may be horizontally driven and inserted into the wedge insertion lateral hole of the pillar,
The casting operation can be performed very easily.

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

【図1】本考案木造建築物における柱設立固定構造の第
1実施例の斜視図である。
FIG. 1 is a perspective view of a first embodiment of a pillar establishment fixing structure in a wooden building of the present invention.

【図2】同上の分解状態の斜視図である。FIG. 2 is a perspective view of the same disassembled state.

【図3】同上の接合金具を土台にに取り付けた状態の斜
視図である。
FIG. 3 is a perspective view showing a state in which the above-mentioned joint fitting is attached to a base.

【図4】同上の固定構造の要部縦断面図で、打込み横長
楔を打設挿入しようとしている状態を示すものである。
FIG. 4 is a longitudinal sectional view of a main part of the fixing structure, showing a state in which a driving laterally long wedge is to be driven and inserted.

【図5】同上の打込み横長楔の打設挿入を終えた状態の
同要部縦断面図である。
FIG. 5 is a longitudinal sectional view of the main part in a state where the driving laterally long wedge has been driven and inserted.

【図6】本考案木造建築物における柱設立固定構造の第
2実施例の分解状態斜視図である。
FIG. 6 is an exploded perspective view of a second embodiment of the pillar establishment fixing structure in the wooden building of the present invention.

【図7】同上の接合構造の要部縦断面図である。FIG. 7 is a longitudinal sectional view of a main part of the bonding structure according to the first embodiment;

【図8】本考案木造建築物における柱設立固定構造の第
3実施例の分解状態斜視図である。
FIG. 8 is an exploded perspective view of a third embodiment of a fixed structure for establishing a pillar in a wooden building according to the present invention.

【図9】同上の接合構造の要部縦断面図である。FIG. 9 is a longitudinal sectional view of a main part of the bonding structure according to the first embodiment;

【符号の説明】[Explanation of symbols]

a 柱 a′ 柱 a1 側面 a2 側面 b 土台 b′ 土台 c 接合金具 c′ 接合金具 1 基板 1′ 基板 1″ 基板 2 柱嵌合角筒 2″ 柱嵌合円筒 3 取付け孔 3′ 取付け孔 3″ 大径部 4 楔窓孔 5 アンカーボルト 6 ナット 7 嵌合空処 8 楔挿通横孔 8″ 楔挿通横孔 9 凹処 10 楔案内片 11 打込み横長楔 101 一側面 102 他側面 103 凹溝 111 一側面 112 他側面 12 コンクリート基礎 13 横木a pillar a 'pillar a 1 side a 2 side b base b' base c joining metal fitting c 'joining metal fitting 1 board 1' board 1 "board 2 pillar fitting square tube 2" pillar fitting cylinder 3 mounting hole 3 'mounting hole 3 ″ large diameter portion 4 wedge window hole 5 anchor bolt 6 nut 7 fitting space 8 wedge insertion horizontal hole 8 ″ wedge insertion horizontal hole 9 recess 10 wedge guide piece 11 driving lateral long wedge 10 1 one side surface 10 2 other side surface 10 2 3 Concave groove 11 1 One side 11 2 Other side 12 Concrete foundation 13 Crossbar

Claims (5)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】接合金具が、取付け孔を有する基板の上面
に柱嵌合筒体を設立し、その柱嵌合筒体に楔窓孔を設け
ていること、 土台が、その上面に上記接合金具を、基板の取付け孔を
嵌めたアンカーボルトにナットを螺合することによって
緊締固着していること、 柱が、その下端部の中央に、接合金具の上記柱嵌合筒体
を受入する嵌合空処を、該柱の下面に開口させて掘削形
成するとともに、その嵌合空処を横断する状態にして、
しかも、柱の対向する両側面に両端を開口させた楔挿通
横孔を貫通形成していること、 柱が、それの嵌合空処を、土台に緊締固着している接合
金具の上記柱嵌合筒体に嵌合するとともに、互いに対応
している上記楔挿通横孔と楔窓孔に、打込み横長楔を水
平に打設挿入することにより、柱の下面を接合金具の基
板または土台に圧接していることを特徴とする木造建築
物における柱設立固定構造。
1. A joint fitting has a column fitting cylinder formed on an upper surface of a substrate having a mounting hole, and a wedge window hole is provided in the column fitting cylinder. The metal fitting is tightened and fastened by screwing a nut to an anchor bolt in which the mounting hole of the board is fitted. The column is fitted at the center of the lower end thereof to receive the column fitting cylindrical body of the connecting metal fitting. Opening the aerial cavity on the lower surface of the column and excavating it, and traversing the mating cavity,
In addition, wedge insertion with both ends open on opposite sides of the pillar
The lateral hole is formed through the column, and the column has its fitting cavity fitted to the column fitting cylinder of the joint fitting firmly fixed to the base, and the wedges corresponding to each other. A pillar establishment and fixing structure in a wooden building, characterized in that the lower surface of the pillar is pressed against the board or base of the joint fitting by horizontally driving and inserting a horizontally long wedge into the insertion lateral hole and the wedge window hole. .
【請求項2】楔挿通横孔と楔窓孔に、楔案内片が挿入さ
れるとともに、打込み横長楔が打設挿入されることによ
って、柱の下面を接合金具の基板または土台に圧接して
いることを特徴とする請求項1記載の木造建築物におけ
る柱設立固定構造。
2. A wedge guide piece is inserted into a wedge insertion lateral hole and a wedge window hole, and a driving laterally long wedge is driven and inserted, so that the lower surface of the column is pressed against a substrate or a base of a joint fitting. 2. The fixed structure for establishing a pillar in a wooden building according to claim 1, wherein:
【請求項3】楔案内片が、一側面に楔窓孔の口縁に嵌合
する凹溝を刻設していることを特徴とする請求項1また
は2記載の木造建築物における柱設立固定構造。
3. The pillar establishment and fixation in a wooden building according to claim 1, wherein the wedge guide piece has a groove formed on one side thereof to be fitted into an edge of the wedge window hole. Construction.
【請求項4】柱嵌合筒体が角筒であること特徴とする請
求項1,2または3記載の木造建築物における柱設立固
定構造。
4. The pillar establishment fixing structure in a wooden building according to claim 1, wherein the pillar fitting cylinder is a square cylinder.
【請求項5】柱嵌合筒体が円筒であること特徴とする請
求項1,2または3記載の木造建築物における柱設立固
定構造。
5. The pillar establishment fixing structure in a wooden building according to claim 1, wherein the pillar fitting cylinder is a cylinder.
JP7415593U 1993-12-27 1993-12-27 Pillar establishment fixed structure in wooden building Expired - Fee Related JP2570544Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7415593U JP2570544Y2 (en) 1993-12-27 1993-12-27 Pillar establishment fixed structure in wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7415593U JP2570544Y2 (en) 1993-12-27 1993-12-27 Pillar establishment fixed structure in wooden building

Publications (2)

Publication Number Publication Date
JPH0740810U JPH0740810U (en) 1995-07-21
JP2570544Y2 true JP2570544Y2 (en) 1998-05-06

Family

ID=13538990

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7415593U Expired - Fee Related JP2570544Y2 (en) 1993-12-27 1993-12-27 Pillar establishment fixed structure in wooden building

Country Status (1)

Country Link
JP (1) JP2570544Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004060369A (en) * 2002-07-31 2004-02-26 Sanken Home:Kk Fastening method of column and continuous footing in wooden building

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6254246B1 (en) * 2016-12-19 2017-12-27 伝統建築上総匠の会株式会社 Joining structure and construction method of horizontal members combined with columns in wooden frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004060369A (en) * 2002-07-31 2004-02-26 Sanken Home:Kk Fastening method of column and continuous footing in wooden building

Also Published As

Publication number Publication date
JPH0740810U (en) 1995-07-21

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