JPS615148A - Pillar of framework structure - Google Patents
Pillar of framework structureInfo
- Publication number
- JPS615148A JPS615148A JP12339384A JP12339384A JPS615148A JP S615148 A JPS615148 A JP S615148A JP 12339384 A JP12339384 A JP 12339384A JP 12339384 A JP12339384 A JP 12339384A JP S615148 A JPS615148 A JP S615148A
- Authority
- JP
- Japan
- Prior art keywords
- brace
- column
- mounting
- mounting bracket
- pillar
- 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.)
- Pending
Links
Landscapes
- Rod-Shaped Construction Members (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】
産業上の利用分野
本発明は一般住宅、工場、倉庫、公共建物等の軸組構造
物の柱、殊に二階建て軸組構造物の通柱に適する柱に関
するものである。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to columns for frame structures such as general houses, factories, warehouses, public buildings, etc., and particularly to columns suitable for use as columns for two-story frame structures. be.
二階建て木造軸組構造物において主に隅に設置される通
柱は耐風および耐震上きわめて重要な役割をなすもので
ある。The pillars installed mainly at the corners of two-story wooden frame structures play an extremely important role in terms of wind resistance and earthquake resistance.
この通柱に横架部材や補強部材をほぞ結合によって接続
するのが古来の工法である。例えば第12図には、横架
部材である軒桁B、胴差り、土台Eおよび補強部材であ
る筋違Fが通柱Aに接続された状況を示して居り2軒桁
Bはそのほぞ孔すを通柱Aの頂端の長はぞa。The traditional construction method is to connect horizontal members and reinforcing members to these pillars using mortise and tenon joints. For example, Fig. 12 shows a situation in which the eave girder B, which is a horizontal member, a girder, a base E, and a reinforcement member F, which is a reinforcing member, are connected to a pillar A, and the two eave girders B are the tenons. The length of the top of pillar A through which the hole passes is a.
に嵌めて込栓fで固定され(第13図)、胴差りはその
端部の短はぞdを通柱Aの中間部のほぞ孔a2に嵌める
とともに傾き大入れによって接続され(第14図)、土
台Eはそのほぞ孔eを通柱Aの下端の扇はぞa3に嵌め
て接続され(第15図)、更に筋違Fは通柱Aに傾き大
入れによって接続される(第12図)。The short groove d at the end of the barrel insert is fitted into the mortise a2 in the middle of the post A, and connected by an inclined large insert (Fig. 13). (Fig. 15), the base E is connected by fitting the fan at the lower end of the post A through the mortise e into the slot a3 (Fig. Figure 12).
また、木造軸組構造に替えて一般構造用の角形鋼管を柱
に使用し形鋼を横架部材の少なくとも一部に使用した軸
組構造物もある。In addition, there is also a frame structure in which square steel pipes for general structures are used as columns and shaped steel is used in at least part of the horizontal members instead of the wooden frame structure.
発明が解決しようとする問題点 前述のように木造軸組構造物においては。The problem that the invention aims to solve As mentioned above, in wooden frame structures.
長大にして高価な角材を柱に使用しても切込み個所が多
いためこの部分の強度低下を免れないばかりか、はぞな
どの仕口の加工には正確さと熟練とが要求される。Even if long and expensive square timbers are used for pillars, the strength of these parts will be reduced due to the large number of cuts, and the machining of joints such as grooves requires precision and skill.
また、木材の柱とほぼ同寸法の角形鋼管はJISによっ
て肉厚が2.3Mまたは3.2 wmと定められていて
薄いので腐食による経年疲労の問題があシ、更に横架部
材などを接続する個所の補強や連結用ボルトの安定性を
計るため例えば実公昭53−2403号公報に開示され
ているように補強部材を角形鋼管に嵌装しこの部分を厚
内化する必要があって構造が複雑化する。更にまた。建
造物外壁の下地である水槽などを角形鋼管に釘打ちする
ことができないので、木造軸組構造物の柱に角形鋼管を
採用して耐風、耐震性の向上を計るには施工上の問題が
ある。In addition, the wall thickness of square steel pipes, which are approximately the same size as wooden columns, is specified by JIS as 2.3M or 3.2wm, and because they are thin, there is a problem of fatigue due to corrosion over time, and furthermore, they are used to connect horizontal members, etc. For example, as disclosed in Japanese Utility Model Publication No. 53-2403, it is necessary to fit a reinforcing member into the square steel pipe and make this part thicker in order to strengthen the parts where the parts are connected and to ensure the stability of the connecting bolts. becomes complicated. Yet again. Since it is not possible to nail square steel pipes to the base of water tanks, etc. on the exterior walls of buildings, there are construction problems when using square steel pipes for the columns of wooden frame structures to improve wind resistance and earthquake resistance. be.
本発明は形qと木材とがそれぞれもっている特徴を具え
て居り、仕口の加工を要しないで横架部材を接続できる
とともに水槽などを釘打ちで容易に固定でき、前記のよ
うな問題を伴わない木造軸組構造物に適した柱を提供す
るものである。The present invention has the characteristics that both the shape q and the wood have, and it is possible to connect horizontal members without the need for joint processing, and it is also possible to easily fix a water tank etc. by nailing, thereby solving the above-mentioned problems. This provides a column suitable for a wooden frame structure without a structure.
問題点を解決するための手段
本発明にあっては、形鋼およびその中空部に一または二
の表面を霧出して装填された木材からなり、M架部材を
緊結する取付金具が前記形鋼の所定位置に固着されてい
る構成ととした。Means for Solving the Problems In the present invention, the mounting bracket for fastening the M frame member is made of a shaped steel and wood loaded with one or two surfaces sprayed into the hollow part of the shaped steel. The structure is such that it is fixed at a predetermined position.
実施例 本発明の実施例を図面に基いて説明すると。Example An embodiment of the present invention will be described based on the drawings.
第1図は本発明に係る柱を通柱に適用して構築された木
造軸組構造物の一部であって2例えば二辺長さが1oo
x toO(ii+) 、厚さが7(M)の等辺山形
慣から’tcる形鋼2の中空部に木材3を装填して構成
された通柱1に軒桁B、妻梁C9胴差り、土台Eおよび
筋違Fが接続されている。木材3は旬月にして安価な板
材3aを長手方向に継ぎ足すとともに複数層積層して構
成され、必要によル互いに接着して一体化するとともに
ボルト4によって形鋼2に緊結され一体化させられて居
り、建造物の外側へ向う二つの表面3A、 3Bは露出
している。FIG. 1 shows a part of a wooden framework structure constructed by applying the present invention to a column with a two-side length of 2, for example.
x toO(ii+), from an equilateral chevron shape with a thickness of 7 (M), a pillar 1 is constructed by loading wood 3 into the hollow part of a section steel 2, an eave girder B, and a girth beam C9. , the base E and brace F are connected. The wood 3 is constructed by adding inexpensive planks 3a in the longitudinal direction and laminating them in multiple layers, and if necessary, they are glued to each other and integrated, and are fastened to the shaped steel 2 with bolts 4 to be integrated. The two outward facing surfaces 3A and 3B of the structure are exposed.
である。It is.
先ず、第2.3.4図において1通柱1の頂端には軒桁
Bと妻梁Cと筋違Fとを緊結し連結するための第一の取
付金具5が設置され、形鋼2に溶接により固着されてい
る。この取付己
金具5は軒桁Bおよび妻梁滞を載せてそれらの底面に接
する互いに直角方向へ延びる水平な底板6.7と2両側
面に接する竪方向へ延びる内側板6am7mおよび外側
板6b、7bと、内側板15m、7mの下方へ延びる補
強板6c、7eと、外側板6b、7bの下方へ延びる竪
の筋違板8.9とからなり、底板6,7は各−個の取付
孔10,11゜内側板6m57mは各二個のを封孔12
,13 、筋違板8.9は各二個の取付孔14.16お
よび各三個の補助、取付孔15.17を有している。そ
して。First, in Fig. 2.3.4, a first mounting bracket 5 is installed at the top end of one column 1 to tightly connect the eaves girder B, end beam C, and brace F, and the section steel 2 It is fixed by welding. This mounting bracket 5 includes a horizontal bottom plate 6.7 on which the eave girder B and the girder are mounted and which extends perpendicularly to each other in contact with their bottom surfaces; an inner plate 6am 7m and an outer plate 6b which extend in the vertical direction and touch both sides; 7b, reinforcing plates 6c and 7e extending downward from the inner plates 15m and 7m, and vertical reinforcing plates 8.9 extending downward from the outer plates 6b and 7b. Holes 10, 11゜ Inner plate 6m 57m each have two sealed holes 12
, 13, the reinforcement plates 8.9 each have two mounting holes 14.16 and each three auxiliary mounting holes 15.17. and.
軒桁Bは一方の底板6およびこれと同一平面の通柱lの
頂端部に載って貫通孔Ba 、 Bbおよび取付孔10
.12 K挿通したボルト18とナツトとにより取付金
具5に緊結され、妻桁Cはもう一方の底板7に載って軒
桁BK胴付けされるとともに貫通孔Ca 、 Cbおよ
び取付孔11.13に挿通したボルト19とナツトとに
よシ取付金具5に緊結され、更に筋違Fは筋違板8.9
に沿わせて予め設けた貫通孔Faおよび取付孔14゜1
6の一つに挿通したボルト20とナツトとにより取付金
具5に緊結されるとともに補助取付孔15 、17から
打込んだ釘21によって固定されるのである。The eave girder B rests on one bottom plate 6 and the top end of the pillar l on the same plane as the bottom plate 6, and is connected to the through holes Ba, Bb and the mounting hole 10.
.. 12 K is fastened to the mounting bracket 5 with bolts 18 and nuts inserted through it, and the end girder C is placed on the other bottom plate 7 and attached to the eave girder BK, and is inserted into the through holes Ca, Cb and the mounting holes 11.13. The bolts 19 and nuts are tightened to the mounting bracket 5, and the brace F is connected to the brace plate 8.9.
A through hole Fa and a mounting hole 14°1 were prepared in advance along the
It is fastened to the mounting bracket 5 by a bolt 20 and nut inserted through one of the mounting holes 6, and is fixed by a nail 21 driven through the auxiliary mounting holes 15 and 17.
次に、第5.6.7図において9通柱1の中間には胴差
りと下方の筋違Fとを緊結し連結するための第二の取付
金具22および上方の筋違Fを緊結し連結するための筋
違板29がそれぞれ直角方向に設置され形鋼2に溶接に
よシ固着されている。この取付金具22は胴差りを載せ
てその底面に接する水平な底板23と9両側面に接する
竪方向へ延びる内側板231Lおよび外側飯23bと、
下方へ狐びる竪の筋違板24とからなり、底板23は一
個の取付孔25.内側板23aは二個の取付孔26.筋
違板24は二個の取付孔27および三個の補助取付孔2
8を有し、上方の筋違板29も同様の取付孔30および
補助取付孔31を有している。そして、互いK[角方向
へ延びる胴差りは対応する取付金具22の底板23に載
って通柱1lrc胴付けされるとともに貫通孔Da 、
[)bおよび取付孔25.26に挿通したボルト32と
ナツトとにより取付金具22ニ締結され、上下の筋違F
は対応する筋違板24.29に沿わせて↑め設けた貝逼
札Fa%よひ取付孔27.30の一つに挿通したボルト
33とナツトとにより締込されるとともに補助取付孔2
8.31から打込んだ釘34によって固定されるのであ
る。Next, in Fig. 5.6.7, a second mounting bracket 22 and an upper brace F are fastened to the middle of the nine-way column 1 for fastening and connecting the trunk beam and the lower brace F. Reinforcement plates 29 for connection are respectively installed in the right angle direction and fixed to the section steel 2 by welding. This mounting bracket 22 has a horizontal bottom plate 23 on which the torso rest is placed and touches the bottom surface, an inner plate 231L and an outer plate 23b extending vertically and touching both sides of 9.
It consists of a vertical brace plate 24 extending downward, and the bottom plate 23 has one mounting hole 25. The inner plate 23a has two mounting holes 26. The reinforcement plate 24 has two mounting holes 27 and three auxiliary mounting holes 2.
8, and the upper reinforcement plate 29 also has similar mounting holes 30 and auxiliary mounting holes 31. Then, the barrel differences extending in the angular direction are mounted on the bottom plate 23 of the corresponding mounting bracket 22, and are attached to the through-holes Da,
[)b and the mounting bracket 22 are fastened by the bolts 32 and nuts inserted through the mounting holes 25 and 26, and the upper and lower braces F
is tightened by a bolt 33 and nut inserted into one of the mounting holes 27.30 provided along the corresponding brace plate 24.29, and the auxiliary mounting hole 2
It is fixed by the nail 34 driven from 8.31.
更に、第8.9図において2通柱1の下端には土台Eを
緊結し連結するための第三の取付金具35および筋違F
を緊結し連結するための筋違fi39が設置され、形鋼
2に溶接により固着されている。この取付金具35は土
台Eを載せてその底面に接する互いに直角方向へ延びる
水平な底板36 、36と9両側面に接する竪方向へ延
びる内側板36mおよび内側板36bとからなり、二つ
の底板36は各−個の取付孔37を有しているとともに
通柱1の中心線上に位置させて下方へ突設したパイプか
らなる位置決DJ用Vノ大灼、)O−I Tlしyva
す0よ”−I NJ )−% ’IIX 、)コは二個
の取付孔40と三個の補助取付孔41とを有している。Furthermore, in Fig. 8.9, a third mounting bracket 35 and a brace F are attached to the lower end of the two-way column 1 for tightly connecting the foundation E.
A brace fi 39 is installed to tightly connect and connect the sections, and is fixed to the section steel 2 by welding. This mounting bracket 35 is made up of a horizontal bottom plate 36 on which the base E is placed and extends perpendicularly to each other in contact with the bottom surface of the base E, and an inner plate 36m and an inner plate 36b that touch both sides of the base E and extend in the vertical direction. is a positioning DJ V-shape consisting of a pipe that has each mounting hole 37 and is located on the center line of the pillar 1 and protrudes downward.
It has two mounting holes 40 and three auxiliary mounting holes 41.
そして、基礎Gの隅角部に位置決め孔Gaとアンカ孔G
bとが穿設されているとともに基礎ボルトGeが植設さ
れて居り、突起38を位置決め孔Gaに挿入して取付金
具35を基礎Gに重ね、先端拡開形のアンカボルト42
を取付孔37からアンカ孔Gbへ挿入して先端部を拡開
しナツトを締込むことによって通柱1を取付金具35と
ともに基礎Gへ固定し1次で土台Eを落し込んで底板3
6に載せるとともに通柱IVcFliiI付けしてアン
カボルト42の突出端および基礎ポル)Geに予め設け
た差込孔Eaおよび貫通孔Ebを嵌装しナツトを締込ん
で固定する。また、筋違Fは筋違1&39に沿わせて予
め設けた貫通孔Faおよび取付孔40の一つに挿通した
ボルト43とナツトとにより締結されるとともに補助取
付孔41から打込んだ釘44によって固定されるのであ
る。Then, a positioning hole Ga and an anchor hole G are placed at the corner of the foundation G.
b is drilled and a foundation bolt Ge is planted, the protrusion 38 is inserted into the positioning hole Ga, the mounting bracket 35 is stacked on the foundation G, and the anchor bolt 42 with an expanded tip is inserted.
Insert it from the mounting hole 37 into the anchor hole Gb, expand the tip, and tighten the nut to fix the threading post 1 together with the mounting bracket 35 to the foundation G. First, drop the foundation E into the bottom plate 3.
6, and a through-post IVcFliI is attached to the protruding end of the anchor bolt 42 and the insertion hole Ea and through-hole Eb previously provided in the base pole Ge, and is fixed by tightening a nut. Further, the brace F is fastened by a bolt 43 and nut inserted through a through hole Fa previously provided along braces 1 & 39 and one of the attachment holes 40, and by a nail 44 driven from an auxiliary attachment hole 41. It is fixed.
第10図は構造物の一部を外側から見た図であって1通
柱lの木材3の外側へ露出した二つの表面3A、3BV
C外壁の下地である水損45が釘打ちにより固定されて
いるとともに、下屋梁46が在来工法のほぞ結合により
接続されている。Figure 10 is a view of a part of the structure seen from the outside, showing two surfaces 3A and 3BV exposed to the outside of the timber 3 of one column l.
The water damage 45, which is the base of the C outer wall, is fixed by nailing, and the lower roof beam 46 is connected by a conventional method of mortise and tenon connection.
前記構成の通柱1を使用した構造物は次の要領で構築さ
れる。A structure using the pillars 1 having the above configuration is constructed in the following manner.
即ち、基礎Gの隅角部に予め形成した位置決め孔Qaに
下端の突起38を挿入して建込み。That is, the lower end protrusion 38 is inserted into the positioning hole Qa formed in advance at the corner of the foundation G to build it up.
第5.6.7図に見られる筋違板24と基礎Gとを利用
した仮筋違によって鉛直に保持した後KD1軒桁B、妻
梁Cを順次像付金具35,22.5に載せ2通柱lの鉛
直度を確認修正して筋違Fをそれぞれの筋違板8,9.
24.29.39に緊結し。After holding the KD1 eave girder B and end girder C vertically by temporary braces using the brace plate 24 and the foundation G shown in Fig. 5.6.7, place the KD1 eave girder B and gable beam C sequentially on the image fittings 35 and 22.5. After checking and correcting the verticality of the 2-way column L, adjust the brace F to each brace plate 8, 9.
It was concluded on 24.29.39.
その後に取付孔10,11,12,13,25.26を
案内として軒桁B、妻梁C9胴差りに現場合せで貫通孔
Ba*Bb、Catch、Da+Dbを設け、ボルト1
8゜19.32を挿通し緊結するのである。After that, using the mounting holes 10, 11, 12, 13, 25, and 26 as guides, through holes Ba*Bb, Catch, and Da+Db were provided in the eave girder B and girth beam C9, and the bolts 1
Insert 8°19.32 and tighten.
尚、前記構成の実施例たよると、筋違Fの取付は角度に
よって筋違板8,9,24,29.39の各二個の取付
孔14.16.27,30.40のいずれかにボルト2
0,33.43を挿通することによって筋違Fをその中
心線上で締結することができ、そして筋違Fは図面から
も明らかなように通柱1゜軒桁B、妻梁C1胴差り、土
台Eに胴付けされ且つたすき掛けに配置される。また、
第三J7刀ネルI’4Z7丁J XS f> + (L
U J−0JJ * TJl’J 7i違Fが圧縮作
用を受けたときその応力で土台Eが破断するという心配
をなくすためである。According to the embodiment of the above-mentioned configuration, the brace F is attached to either of the two mounting holes 14, 16, 27, 30, 40 of each of the brace plates 8, 9, 24, 29, 39 depending on the angle. ni bolt 2
By inserting 0.33.43, brace F can be fastened on its center line, and as is clear from the drawing, brace F has 1° eave girder B, end beam C1, , is attached to the base E and arranged in a sashing manner. Also,
3rd J7 sword flannel I'4Z7cho J XS f> + (L
This is to eliminate the fear that the base E will break due to the stress when the F is compressed.
更に、アンカボルト42は通柱1の水平方向および上下
方向の動きを防止するものであシ。Furthermore, the anchor bolt 42 is for preventing the horizontal and vertical movement of the column 1.
且つ突起38と協動して基礎Gの隅角部に作用する応力
を分散させるように働く。In addition, it works in cooperation with the protrusion 38 to disperse stress acting on the corners of the foundation G.
尚また。第1図に示されている一階および二階の管柱4
7.48にみそ形鋼からなる形鋼50とその中空部に一
つの表面51Aを露出して装填された木材51とによっ
て構成した柱49(第11図)を使用し、この柱49に
図示しないが前記実施例と同様の取付金具を固着するこ
ともある。また、取付金具5.22.35は形鋼や角形
鋼管を横架部材に使用する場合にはそれらに適した形状
および緊結手段に設計変更されることは言うまでもなく
、且つ第一、第二のをv−y k+X’1’J ”JE
J% ’コ’l * N u N Ill fRu
M K CI) k’L + 1ff)付金具5,22
のように筋違板の全てを各取付金具5,22.35に一
体的に設けて互いに補強した構造としてもよい。Also. Pipe columns 4 on the first and second floors shown in Figure 1
In 7.48, a column 49 (Fig. 11) composed of a section steel 50 made of miso section steel and a wood 51 loaded with one surface 51A exposed in the hollow part is used, and the column 49 is shown in the figure. However, a mounting bracket similar to that of the above embodiment may be fixed. In addition, it goes without saying that the design of the mounting brackets 5.22.35 will be changed to a shape and fastening means suitable for the use of shaped steel or rectangular steel pipes as horizontal members. v−y k+X'1'J ”JE
J% 'ko'l * N u N Ill fRu
M K CI) k'L + 1ff) fittings 5, 22
It is also possible to adopt a structure in which all of the reinforcement plates are integrally provided on each of the mounting fittings 5, 22, and 35 and reinforced with each other.
発明の効果
本発明によると、形鋼によって機械的強度にすぐれ且つ
杉材からなる在来の通柱と比べ重量の点で大差ないばか
りか、横架部材の取付金具を形鋼に固着したことにより
切込み個所がなくなり殊に全屈や曲げに対する強度にす
ぐれているとともに仕口の加工を必要としないため短期
間で安価に構造物を構築できる柱が提供されるのである
。また、形鋼の中空部に装填した木材は強度増大に役立
つばかりか、その露出表面を利用して木造軸組構造物も
容易に構築できるものである。Effects of the Invention According to the present invention, not only does the shaped steel have excellent mechanical strength and is not much different in weight compared to conventional cedar poles, but the mounting brackets of the horizontal members are fixed to the shaped steel. As a result, there are no cut points and the column has excellent strength, especially against full bending and bending, and since it does not require the processing of joints, it is possible to provide a column that can be constructed in a short period of time and at low cost. Moreover, the wood loaded into the hollow part of the shaped steel not only helps increase the strength, but also makes it possible to easily construct a wooden frame structure using the exposed surface.
第1図は本発明の実施例に係る柱を用いて構成された構
造物の斜視部分図、第2図は前記柱の上端部の斜視図、
第3図、第4図は第1図に示された構造物の上端部の正
面図および側面図、第5図は前記柱の中間部の斜視図。
第6図、第7図は第1図に示された構造物の中間部の正
面図および背面図、第8図は前記柱の下端部の斜視図、
第9図は第1図に示された構造物の下端部の正面図、第
10図は構造物の斜視部分図、第11図は本発明の異な
る実施例に係る柱の斜視部分図、第12図は従来工法に
よる構造物の斜視部分図、第13図、第14図、第15
図はその分解斜視部分図である。
111.・・・通柱、 2.50・・・・・・形鋼、
3.51・・・・・・木材。
3え、3B、51A・・・・・・表面15.22,35
・・・・・・取付金具。
8.9,24,29.39・・・・・・筋違板、 10
,11,12,13,25゜26.37・・・・・・取
付孔、49・・・・・・柱、B・・・・・・軒桁。
C・・・・・・妻梁、D・・・・・・胴差、E・・・・
・土台、F・・・・・・筋違、G・・・・・・基礎。
7“ 心FIG. 1 is a perspective partial view of a structure constructed using columns according to an embodiment of the present invention, FIG. 2 is a perspective view of the upper end of the columns,
3 and 4 are front and side views of the upper end of the structure shown in FIG. 1, and FIG. 5 is a perspective view of the middle portion of the column. 6 and 7 are front and rear views of the intermediate part of the structure shown in FIG. 1, FIG. 8 is a perspective view of the lower end of the column,
9 is a front view of the lower end of the structure shown in FIG. 1, FIG. 10 is a perspective partial view of the structure, and FIG. 11 is a perspective partial view of a column according to a different embodiment of the present invention. Figure 12 is a perspective partial view of a structure constructed using the conventional construction method, Figures 13, 14, and 15.
The figure is an exploded perspective partial view. 111. ...Threading column, 2.50...Shaped steel,
3.51...wood. 3E, 3B, 51A...Surface 15.22,35
・・・・・・Mounting bracket. 8.9,24,29.39... Bracing plate, 10
, 11, 12, 13, 25° 26.37...Mounting hole, 49...Column, B...Eave girder. C... Gable beam, D... Torso difference, E...
・Foundation, F... Bracing, G... Foundation. 7 “heart”
Claims (1)
る取付金具が前記形鋼の所定位置に固着されていること
を特徴とする軸組構造物の柱。[Scope of Claims] Consisting of a shaped steel and wood loaded with one or two surfaces exposed in the hollow part thereof, and a mounting bracket for fastening the horizontal members is fixed to a predetermined position of the shaped steel. A pillar of a framework structure characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12339384A JPS615148A (en) | 1984-06-15 | 1984-06-15 | Pillar of framework structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12339384A JPS615148A (en) | 1984-06-15 | 1984-06-15 | Pillar of framework structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS615148A true JPS615148A (en) | 1986-01-10 |
Family
ID=14859450
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12339384A Pending JPS615148A (en) | 1984-06-15 | 1984-06-15 | Pillar of framework structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS615148A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4841012B1 (en) * | 1970-09-12 | 1973-12-04 | ||
JPS5144119B1 (en) * | 1968-03-22 | 1976-11-26 |
-
1984
- 1984-06-15 JP JP12339384A patent/JPS615148A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5144119B1 (en) * | 1968-03-22 | 1976-11-26 | ||
JPS4841012B1 (en) * | 1970-09-12 | 1973-12-04 |
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