JPH0740809U - Pillar establishment fixed structure in wooden building - Google Patents
Pillar establishment fixed structure in wooden buildingInfo
- Publication number
- JPH0740809U JPH0740809U JP7415493U JP7415493U JPH0740809U JP H0740809 U JPH0740809 U JP H0740809U JP 7415493 U JP7415493 U JP 7415493U JP 7415493 U JP7415493 U JP 7415493U JP H0740809 U JPH0740809 U JP H0740809U
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- wedge
- fitting
- hole
- base
- 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.)
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Abstract
(57)【要約】
【目的】 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。
【構成】 柱ａが、それの嵌合溝８を、土台ｂに緊締固
着している接合金具ｃの柱嵌合板２に嵌合するととも
に、互いに対応している楔挿通横孔９と楔窓孔５に、打
込み横長楔１３を水平に打設挿通することにより該柱ａ
を土台ｂに緊結している。
(57) [Summary] [Purpose] Not only for wooden buildings using general timber but also for large-scale wooden buildings using structural laminated timber, the established fixed structure of the columns does not impair the appearance, and
Use a very simple structure to achieve sufficient tightening strength. [Structure] A pillar a fits a fitting groove 8 of the pillar a into a pillar fitting plate 2 of a joining metal fitting c which is tightly fixed to a base b, and also has a corresponding wedge insertion lateral hole 9 and wedge window. By inserting the horizontally driven wedge 13 into the hole 5 horizontally, the pillar a
Is bound to the base b.
Description
【０００１】[0001]
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。 The present invention relates to improvement of a pillar-established fixed structure in a wooden building.
【０００２】[0002]
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。 To establish and fix a pillar to a foundation or foundation in a wooden building, it has traditionally been processed by cutting, punching, or the like, or by a joining metal fitting such as nails, bolts / nuts, dowels, flange plates, or adhesion. Various types are known, such as agents and combinations of these agents.
【０００３】[0003]
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。 All of the above-mentioned conventional types have been developed and adopted for joining general wood, that is, muku wood, and it is recognized that they have some action and effect. However, it is a joining metal fitting that lacks the tightening strength for the fixed construction structure of the pillar in the large-scale wooden building that uses the structural laminated wood for the main structure part, which has recently been noticed and constructed. However, they are not always satisfactory because they have defects such as being exposed to the outside and being unstructured and having a 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 purpose of the present invention is not only for wooden buildings using general timber but also for large-scale wooden buildings using structural laminated timber, without impairing the appearance of the established and fixed structure of the pillars. Moreover, the extremely simple structure is to provide a sufficiently satisfactory tightening strength.
【０００５】[0005]
本考案柱設立固定構造の構成は次のとおりである。 The structure of the pillar fixing 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の上面に柱嵌合板２を設立し、そ の柱嵌合板２にボルト挿通孔４と楔窓孔５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６にナット７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の上記柱嵌合板２を受入する嵌合 溝８を、該柱ａの下面に開口させて掘削形成するとともに、その嵌合溝８を横断 する状態にしてしかも柱ａの対向する両側面ａ1,ａ2 に両端を開口させ、かつ、 接合金具ｃの楔窓孔５より大きい口径の楔挿通横孔９を貫通形成している。 その柱ａが、それの嵌合溝８を、土台ｂに緊締固着している接合金具ｃの柱 嵌合板２に嵌合するとともに、互いに対応している楔挿通横孔９と楔窓孔５に、 打込み横長楔１３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 joint fitting c has a pillar fitting plate 2 formed on the upper surface of the substrate 1 having a mounting hole 3, and the pillar fitting plate 2 is provided with a bolt insertion hole 4 and a wedge window hole 5. The base b has the above-mentioned joining fitting c on the upper surface thereof, and is tightly fixed by screwing a nut 7 into an anchor bolt 6 in which the mounting hole 3 of the substrate 1 is fitted. The pillar a has a fitting groove 8 for receiving the pillar fitting plate 2 of the joint fitting c at the center of the lower end thereof, which is formed by excavating the opening on the lower surface of the pillar a and traverses the fitting groove 8. In this state, both ends a 1 and a 2 of the pillar a facing each other are opened, and a wedge insertion lateral hole 9 having a diameter larger than the wedge window hole 5 of the joint fitting c is formed so as to penetrate therethrough. The pillar a fits the fitting groove 8 of the pillar a into the pillar fitting plate 2 of the joining metal fitting c which is tightly fixed to the base b, and the corresponding wedge insertion lateral hole 9 and wedge window hole 5 are provided. The pillar a is tightly connected to the base b by horizontally driving and inserting the driving lateral wedge 13.
【０００７】[0007]
柱ａの嵌合溝８を、土台ｂに緊締固着している接合金具ｃの柱嵌合板２に嵌合 させ、さらに、柱ａの楔挿通横孔９と接合金具ｃの楔窓孔５に打込み横長楔１３ を打設挿入することによって、柱ａを土台ｂに強固に設立固定できる。 打込み横長楔１３は、柱ａの楔挿通横孔９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 groove 8 of the pillar a is fitted to the pillar fitting plate 2 of the joining metal fitting c which is tightly fixed to the base b, and the wedge insertion lateral hole 9 of the pillar a and the wedge window hole 5 of the joining metal fitting c are fitted. The pillar a can be firmly established and fixed to the base b by inserting and inserting the driving laterally long wedge 13. Since the horizontally driven wedge 13 may be horizontally driven and inserted into the wedge insertion lateral hole 9 of the column a, the driving work can be performed very easily.
【０００８】[0008]
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の上面中央に柱嵌合板２を設立してなる。 ３は基板１の四隅に設けた取付け孔、４は柱嵌合板２の下半部左右に設けたボ ルト挿通孔、５は同柱嵌合板２の上半部中央に設けた楔窓孔である。 First, the first embodiment shown in FIGS. 1 to 5 will be described. a is a pillar, b is a foundation of a concrete foundation or a crossbar mounted on it, and c is a metal fitting. The joint fitting c is formed by forming a pillar fitting plate 2 in the center of the upper surface of a rectangular board 1 having the same size and shape as the lower surface of the pillar a and having the same width as the base b. 3 is a mounting hole provided at four corners of the substrate 1, 4 is a bolt insertion hole provided at the left and right of the lower half of the pillar fitting plate 2, and 5 is a wedge window hole provided at the center of the upper half of the pillar fitting plate 2. is there.
【０００９】 この接合金具ｃは、基板１と柱嵌合板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。In this joint fitting c, the substrate 1 and the column fitting plate 2 are separately prepared, and they are assembled by an appropriate means such as welding or screwing, or the whole is integrally molded. 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６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６に嵌め、かつ、柱嵌合板 ２を土台ｂの長手方向に直交する向きにして該土台ｂに乗載され、ナット７によ って緊締固着されている。On the base b, anchor bolts 6 are provided so as to project from the bottom plate 1 at positions corresponding to the mounting holes 3 at the four corners. The joining metal fitting c is mounted on the base b with the mounting holes 3 fitted in the anchor bolts 6 and the pillar fitting plate 2 in a direction orthogonal to the longitudinal direction of the base b, and tightened by the nuts 7. It is fixed.
【００１１】 柱ａは、その下端部の中央に、接合金具ｃの柱嵌合板２を受入するのに必要な それと同形，同大の嵌合溝８を該柱ａの下面に開口させて掘削形成している。 ９は、柱ａの対向する両側面であってかつ上記嵌合溝８に直交する方向の側面 ａ1,ａ2 に両端を開口させて、しかも、嵌合溝８を横断する状態にして貫通形成 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５と対応する位置 に該楔窓孔５と同じ大きさにして設けられている。 １０は、同じく、柱ａの対向する両側面であってかつ上記嵌合溝８に直交する 方向の側面ａ1,ａ2 に開口させて、しかも、嵌合溝８を横断する状態にして貫通 形成したボルト挿通孔で、それは、後述のように接合金具ｃのボルト挿通孔４と 対応する位置に設けられている。 １１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６に対応する位置に設けられている。The pillar a has a fitting groove 8 of the same shape and the same size as that required to receive the pillar fitting plate 2 of the joining metal fitting c opened in the lower end of the pillar a at the center of the lower end of the pillar a. Is forming. Reference numeral 9 denotes both side surfaces of the pillar a which face each other and both ends of which are opened at side surfaces a 1 and a 2 in a direction orthogonal to the fitting groove 8 and which penetrates the fitting groove 8 in a crossing state. The formed wedge insertion lateral hole is provided in a position corresponding to the wedge window hole 5 of the joint fitting c in the same size as the wedge window hole 5 as described later. Similarly, 10 is opened on side surfaces a 1 and a 2 which are opposite sides of the pillar a and which are orthogonal to the fitting groove 8 and which penetrate the fitting groove 8 while crossing the fitting groove 8. The formed bolt insertion hole is provided at a position corresponding to the bolt insertion hole 4 of the joint fitting c as described later. Denoted at 11 are recesses formed by excavation at the four corners of the lower surface of the pillar a, and are provided at positions corresponding to the mounting holes 3 and the anchor bolts 6.
【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、嵌合溝８を柱嵌合板２に嵌合させるとともに、凹処１１をアンカー ボルト６に螺合しているナット７に嵌合させながら降ろし、楔挿通横孔９を楔窓 孔５に対応させる（図３）。 続いて、対応した上記楔挿通横孔９と楔窓孔５に楔案内片１２と打込み横長楔 １３を挿通する。 楔案内片１２は、柱ａの径と同じ長さを有し、かつ、一側面１２1 に対して他 側面１２2 を傾斜面とした先細のもので、その一側面１２1 に柱嵌合板２の楔窓 孔５の上縁に嵌合する凹溝１２3 を刻設している。 打込み横長楔１３は、柱ａの径より十分に長く、かつ、一側面１３1 に対して 他側面１３2 を傾斜面とした先細のものである。The establishment and fixing of the pillar a on the base b is performed as follows. The lower end of the pillar a is supported above the joining metal fitting c which is tightly fixed to the base b as described above, the fitting groove 8 is fitted to the pillar fitting plate 2, and the recess 11 is anchored. The bolt is inserted into the nut 7 which is screwed into the bolt 6 and lowered, and the wedge insertion lateral hole 9 is made to correspond to the wedge window hole 5 (FIG. 3). Then, the wedge guide piece 12 and the driven laterally long wedge 13 are inserted into the corresponding wedge insertion lateral hole 9 and wedge window hole 5. The wedge guide piece 12 has the same length as the diameter of the pillar a, and is a tapered one with the other side surface 12 2 inclined relative to the one side surface 12 1 , and the one side surface 12 1 has a pillar fitting plate. A concave groove 12 3 that fits in the upper edge of the wedge window hole 2 is formed. The laterally driven wedge 13 is sufficiently longer than the diameter of the column a, and is tapered with the other side surface 13 2 inclined with respect to the one side surface 13 1 .
【００１３】 上記楔案内片１２と打込み横長楔１３の上記楔挿通横孔９と楔窓孔５への挿通 に当たっては、まず、楔案内片１２を、その凹溝１２3 を、楔窓孔５の上縁に嵌 合させた状態で楔挿通横孔９と楔窓孔５に挿通しておき（図４）。その後、打込 み横長楔１３を、その傾斜している他側面１３2 を、下向きになっいる楔案内片 １２の傾斜している他側面１２2 に摺接させながら水平に打ち込む（図４）。When inserting the wedge guide piece 12 and the driven lateral elongated wedge 13 into the wedge insertion lateral hole 9 and the wedge window hole 5, first, the wedge guide piece 12 and its concave groove 12 3 are inserted. It is inserted into the wedge insertion lateral hole 9 and the wedge window hole 5 while being fitted to the upper edge (Fig. 4). After that, the driving horizontal wedge 13 is driven horizontally while sliding the slanted other side surface 13 2 thereof onto the slanted other side surface 12 2 of the wedge guide piece 12 facing downward (FIG. 4). .
【００１４】 この打込み横長楔１３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したとき、上記ボルト挿通孔１０と ４とが一致するように関係部分を予め設計してある。 このように、柱ａの下面が基板１に完全圧接したとき、ボルト挿通孔１０，４ にボルト１４を挿通し、ナット１５で緊締するとともに、柱ａの側面ａ1,ａ2 の 外方に突出している打込み横長楔１３の両端を鋸で切断除去する（図５）。By the driving of the laterally long wedges 13, the entire pillar a descends toward the base plate 1 of the joining metal fitting c, and when the lower surface is completely pressed against the base plate 1, the bolt insertion holes 10 and 4 are formed. The related parts are designed in advance so that As described above, when the lower surface of the pillar a is completely pressed against the substrate 1, the bolt 14 is inserted into the bolt insertion holes 10 and 4 and tightened with the nut 15, and the side surfaces a 1 and a 2 of the pillar a are exposed. Both ends of the projecting laterally elongated wedge 13 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、その下面に凹処１１を設けていないこと、嵌合 溝８′を下面だけではなく対向両側面にも開口させていること、接合金具ｃ′が 、その基板１′を肉厚にしていて、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. 6 and 7 will be described. In this second embodiment, the pillar a'has no recess 11 on its lower surface, the fitting groove 8'is opened not only on the lower surface but also on the opposite side surfaces, and the joint metal fitting c'is formed. The substrate 1'is thick, and the upper half portion of the mounting hole 3'is a large diameter portion 3 ", which is different from the first embodiment, and other configurations are the same as those of the first embodiment. Is.
【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１６に横木１７ を乗載してなる）に取付け固定したときアンカーボルト６の先端とそれに螺合し たナット７が上記大径部３″内に位置する。 また、嵌合溝８′が柱ａ′の対向両側面にも開口しているので、その柱ａ′を 設立固定するときにおいて、柱ａ′の下端部を、土台ｂ′の接合金具ｃ′にその 側方から嵌合できるもので、第１実施例の場合のように、該下端部を高く持上げ 支持する必要がない。 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。When the joining metal fitting c ′ according to the second embodiment is attached and fixed to a base b ′ (a concrete foundation 16 on which a crossbar 17 is mounted), the tips of the anchor bolts 6 and the nuts 7 screwed thereto are attached. It is located in the large-diameter portion 3 ". Further, since the fitting groove 8'opens on both opposite sides of the pillar a ', the bottom end of the pillar a'is fixed when the pillar a'is established and fixed. Since the portion can be fitted to the joint metal c'of the base b'from the side thereof, it is not necessary to lift and support the lower end portion as in the case of the first embodiment. Since this is the same as the case of the first embodiment, the same reference numerals are given to the same parts in order to avoid duplicate description, and the description thereof will be omitted.
【００１７】[0017]
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。 柱の嵌合溝を、土台に緊締固着している接合金具の柱嵌合板に嵌合させ、さら に、互いに対応している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、柱を土台に強固に設立固定できる。 しかも、上記の打込み横長楔は、柱の楔挿通横孔に水平に打設挿入すればよい から、その打設作業は簡単に行うことができる。 As is clear from the above description, the present invention has the following effects. The pillar fitting groove is fitted into the pillar fitting plate of the joint fitting that is tightly fixed to the base, and further, the wedge insertion lateral hole of the pillar and the wedge window hole of the joint fitting that correspond to each other are driven into the horizontally elongated wedge. The pillar can be firmly established and fixed to the base by inserting and inserting. In addition, since the above-mentioned laterally driven wedge can be horizontally driven and inserted into the wedge insertion lateral hole of the column, the driving operation can be easily performed.
【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 establishing and 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 above 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 where the above-mentioned joining metal 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 vertical cross-sectional view of a main part of the above-mentioned fixing structure, showing a state in which a driving laterally long wedge is about 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 vertical cross-sectional view of the same main portion in the state where the driving horizontal oblong wedge has been inserted 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 column establishing and 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 cross-sectional view of a main part of the above-described joining structure.
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 ２ 柱嵌合板 ３ 取付け孔 ３′ 取付け孔 ３″ 大径部 ４ ボルト挿通孔 ５ 楔窓孔 ６ アンカーボルト ７ ナット ８ 嵌合溝 ８′ 嵌合溝 ９ 楔挿通横孔 １０ ボルト挿通孔 １１ 凹処 １２ 楔案内片 １２1 一側面 １２2 他側面 １２3 凹溝 １３ 打込み横長楔 １３1 一側面 １３2 他側面 １４ ボルト １５ ナット １６ コンクリート基礎 １７ 横木a pillar a ′ pillar a 1 side surface a 2 side surface b base b ′ base c joining metal fitting c ′ joining metal fitting 1 substrate 1 ′ substrate 2 pillar fitting plate 3 mounting hole 3 ′ mounting hole 3 ″ large diameter portion 4 bolt insertion hole 5 wedge Window hole 6 Anchor bolt 7 Nut 8 Fitting groove 8 ′ Fitting groove 9 Wedge insertion lateral hole 10 Bolt insertion hole 11 Recessed 12 Wedge guide piece 12 1 One side 12 2 Other side 12 3 Recessed groove 13 Driven horizontal wedge 13 1 One side 13 2 Other side 14 Bolt 15 Nut 16 Concrete foundation 17 Cross bar
Claims (3)
に柱嵌合板を設立し、その柱嵌合板にボルト挿通孔と楔
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それの基板の取付け
孔を嵌めたアンカーボルトにナットを螺合緊締すること
によって固着していること、 柱が、その下端部の中央に、上記接合金具の柱嵌合板を
受入する嵌合溝を、該柱の下面に開口させて掘削形成す
るとともに、その嵌合溝を横断する状態にしてしかも該
柱の対向する両側面に両端を開口させ、かつ、上記接合
金具の楔窓孔より大きい口径の楔挿通横孔を貫通形成し
ていること、 その柱が、それの上記嵌合溝を、土台に固着している上
記接合金具の柱嵌合板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って、該柱を土台に緊結して
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 pillar fitting plate formed on an upper surface of a substrate having a mounting hole, and a bolt insertion hole and a wedge window hole are provided on the pillar fitting plate. The metal fitting is fixed to the anchor bolt in which the mounting hole of the board is fitted by screwing and tightening the nut, and the pillar is fitted in the center of the lower end of the pillar to receive the pillar fitting plate of the above-mentioned fitting. A groove is formed in the lower surface of the pillar by excavation, and at the same time, the fitting groove is traversed and both ends are opened on opposite side surfaces of the pillar. The wedge insertion lateral hole having a large diameter is formed so as to penetrate, and the pillar fits the fitting groove of the pillar into the pillar fitting plate of the joining metal fitting fixed to the base, and corresponds to each other. Horizontally insert the driven horizontal wedge into the above-mentioned wedge insertion horizontal hole and wedge window hole. By setting the insertion, the pillar founded fixing structure in wooden buildings, characterized by that Tightened Building on the pillar.
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 the wedge insertion lateral hole and the wedge window hole, and a driving laterally long wedge is driven and inserted so that the lower surface of the column is pressed against the base plate or the base of the joining metal fitting. The pillar-establishing fixed structure for a wooden building according to claim 1, wherein
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 establishing and fixing in a wooden building according to claim 1 or 2, wherein the wedge guide piece is provided with a concave groove formed on one side thereof so as to fit into the edge of the wedge window hole. Construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7415493U JP2570543Y2 (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 |
|---|---|---|---|
| JP7415493U JP2570543Y2 (en) | 1993-12-27 | 1993-12-27 | Pillar establishment fixed structure in wooden building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0740809U true JPH0740809U (en) | 1995-07-21 |
| JP2570543Y2 JP2570543Y2 (en) | 1998-05-06 |
Family
ID=13538962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7415493U Expired - Fee Related JP2570543Y2 (en) | 1993-12-27 | 1993-12-27 | Pillar establishment fixed structure in wooden building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2570543Y2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002213102A (en) * | 2001-01-22 | 2002-07-31 | Takenaka Komuten Co Ltd | Vibration control method and vibration control structure for column base joint portion of wooden building |
| JP5416296B1 (en) * | 2013-03-13 | 2014-02-12 | 孝典 佐藤 | Hole-down hardware joint structure |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6769549B2 (en) * | 2017-10-17 | 2020-10-14 | 日本製鉄株式会社 | Beam joining method, beam joining structure, and support members |
-
1993
- 1993-12-27 JP JP7415493U patent/JP2570543Y2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002213102A (en) * | 2001-01-22 | 2002-07-31 | Takenaka Komuten Co Ltd | Vibration control method and vibration control structure for column base joint portion of wooden building |
| JP4558218B2 (en) * | 2001-01-22 | 2010-10-06 | 株式会社竹中工務店 | Seismic control method and structure for column base joints of wooden buildings |
| JP5416296B1 (en) * | 2013-03-13 | 2014-02-12 | 孝典 佐藤 | Hole-down hardware joint structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2570543Y2 (en) | 1998-05-06 |
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