JPH0452328Y2 - - Google Patents
Info
- Publication number
- JPH0452328Y2 JPH0452328Y2 JP6948087U JP6948087U JPH0452328Y2 JP H0452328 Y2 JPH0452328 Y2 JP H0452328Y2 JP 6948087 U JP6948087 U JP 6948087U JP 6948087 U JP6948087 U JP 6948087U JP H0452328 Y2 JPH0452328 Y2 JP H0452328Y2
- Authority
- JP
- Japan
- Prior art keywords
- screw
- hollow
- horizontal member
- hollow horizontal
- column
- 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
Links
- 238000003780 insertion Methods 0.000 claims description 13
- 230000037431 insertion Effects 0.000 claims description 13
- 238000000034 method Methods 0.000 description 5
- 230000037237 body shape Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、例えばバルコニーやベランダ等の組
立に用いられる支柱に中空横架材を連結する連結
構造に関する。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a connection structure for connecting a hollow horizontal member to a support column used, for example, in assembling a balcony or verandah.
(従来の技術)
横架材は、荷重に耐えやすいように一部または
全体に中空部を形成し、強度的に安定した形状と
することが多い。以下、この中空部を有する横架
材を「中空横架材」と称する。(Prior Art) Horizontal members often have a hollow part formed in part or the whole so that they can easily withstand loads, and have a shape that is stable in terms of strength. Hereinafter, the horizontal member having this hollow portion will be referred to as a "hollow horizontal member."
従来、支柱に対して中空横架材を連結する場合
下記a又はbの手段が用いられていた。 Conventionally, when connecting a hollow horizontal member to a column, the following method a or b has been used.
a:L字形連結金具を用い、その一側部片を支柱
に、他側部片を中空横架材にそれぞれねじ止め
する。a: Using an L-shaped connecting fitting, screw one side of the fitting to the column and the other side to the hollow horizontal member.
b:中空横架材の内部にスクリユウポケツトを設
け、支柱に貫通したねじをスクリユウポケツト
に螺入する。b: A screw pocket is provided inside the hollow horizontal member, and the screw that passes through the pillar is screwed into the screw pocket.
(考案が解決しようとする課題)
上記aの手段は、まずL字形連結金具の他側部
片を中空横架材の端部にねじ止めし、続いて上記
L字形連結金具の他側部片を支柱にねじ止めする
という手順で行われていた。(Problem to be Solved by the Invention) Means a above first screws the other side of the L-shaped connecting fitting to the end of the hollow horizontal member, and then screws the other side of the L-shaped connecting fitting to the end of the hollow horizontal member. This was done by screwing it to the support.
ところで、上記中空横架材へのねじ止め位置
は、中空横架材の荷重が最も重点的にかかる中空
部の幅中央に設定されることが好ましい。 Incidentally, it is preferable that the position for screwing to the hollow horizontal member is set at the center of the width of the hollow portion where the load of the hollow horizontal member is most intensively applied.
しかし、上記中空横架材の中空部にスパナやド
ライバーを挿入することは不可能であり、従来の
ねじ止め位置は、中空部から外れた位置とされ、
そのために、荷重を安定して受け難いという問題
があつた。 However, it is impossible to insert a spanner or a screwdriver into the hollow part of the hollow horizontal member, and the conventional screw tightening position is outside the hollow part.
Therefore, there was a problem that it was difficult to stably receive the load.
他方、上記bの手段、すなわち中空横架材にス
クリユウポケツトを設ける場合は、強度に安定し
た幅中央箇所でねじ止めが可能である。しかし、
そのねじには強度のある太いねじを用いることが
できず、強度を余り期待できないビスを用いるこ
とになり、しかも、スクリユウポケツトにも余り
強度を期待できないために、この場合も荷重を安
定して受け難いという問題がある。 On the other hand, when the above-mentioned method b is provided, that is, a screw pocket is provided in the hollow horizontal member, screwing can be performed at a location in the center of the width where the strength is stable. but,
It is not possible to use thick, strong screws for the screws, and a screw that cannot be expected to have much strength is used.Furthermore, the screw pocket cannot be expected to have much strength either, so in this case as well, it is difficult to stabilize the load. There is a problem that it is difficult to accept.
本考案は、上記実状下に、荷重を安定して受け
得る中空横架材の支柱連結構造を提供 する目的
でなされた。 The present invention was developed under the above-mentioned circumstances for the purpose of providing a column connection structure for hollow horizontal members that can stably receive loads.
(課題を解決するための手段)
すなわち本考案は、実施例で用いた符号を付し
て記すと、L字形連結金具Jを介して中空部6を
有する中空横架材Tをねじ止めにより支柱Pに連
結する中空横架材Tの支柱連結構造であつて、
L字形連結金具Jは、支柱Pに進退可能に螺着
されたねじ1により挟着固定される先部片14と
中空横架材Tの中空部6内壁に添着されねじ2に
よりねじ止めされる基部片13とを備え、
前記先部片14には前記ねじ1のねじ軸を案内
する切欠部20が形成されると共に前記基部片1
3にはねじ2を螺着するためのねじ孔17が形成
され、
前記中空横架材Tには、中空部6を形成する側
壁のうち一方の側壁を支柱Pへの突き合せ側端部
において切除することによりスパナS等のねじ操
作器具挿入用の差入口12が設けられると共に前
記基部片13が添着されるもう一方の側壁に、ね
じ2挿通用のねじ通し孔16が設けられている。(Means for Solving the Problems) That is, in the present invention, the hollow horizontal member T having the hollow portion 6 is connected to the support by screwing through the L-shaped connecting fitting J. A column connecting structure of a hollow horizontal member T connected to a column P, in which an L-shaped connecting fitting J connects a tip piece 14 which is clamped and fixed by a screw 1 screwed into the column P so that it can move forward and backward, and a hollow horizontal member T. A base piece 13 is attached to the inner wall of the hollow part 6 of the material T and screwed by a screw 2, and the tip piece 14 is formed with a notch 20 for guiding the screw shaft of the screw 1, and the base piece Piece 1
3 is formed with a screw hole 17 for screwing the screw 2, and the hollow horizontal member T has one of the side walls forming the hollow part 6 at the end on the side where it butts against the column P. By cutting, an insertion opening 12 for inserting a screw operating instrument such as a spanner S is provided, and a screw hole 16 for inserting a screw 2 is provided in the other side wall to which the base piece 13 is attached.
(作用)
本考案による中空横架材Tは支柱Pに対し次の
ように連結される。(Function) The hollow horizontal member T according to the present invention is connected to the column P as follows.
まず、L字形連結金具Jの基部片13を中空部
6に差し込み、該基部片13に形成されているね
じ孔17をねじ通し孔16に照合させ、ねじ2を
上記ねじ通し孔16から挿入し、L字形連結金具
Jの基部片13を中空部6の内壁に螺着する。 First, insert the base piece 13 of the L-shaped connecting fitting J into the hollow part 6, align the screw hole 17 formed in the base piece 13 with the screw through hole 16, and insert the screw 2 through the screw through hole 16. , the base piece 13 of the L-shaped connecting fitting J is screwed onto the inner wall of the hollow part 6.
他方、支柱Pに螺着されているねじ1を外方に
突出した状態としておく。 On the other hand, the screw 1 screwed onto the support post P is left in a state of protruding outward.
そして上記中空横架材Tの中空部6内に螺着し
たL字形連結金具Jの先部片14を、支柱Pの連
結面(ねじ1の螺着面)に突き合せ、ねじ1のね
じ軸を先部片14の切欠部20に沿わせて、ねじ
1を先部片14の螺着位置へと導き、ここでスパ
ナS等のねじ操作器具を差入口12から差入んで
該ねじ操作器具でねじ1を先部片14の螺着位置
にねじ止めする。 Then, the tip piece 14 of the L-shaped connecting fitting J screwed into the hollow part 6 of the hollow horizontal member T is butted against the connecting surface of the support P (threading surface of the screw 1), and the screw shaft of the screw 1 is along the notch 20 of the tip piece 14, and guide the screw 1 to the screwing position of the tip piece 14, and then insert a screw operating instrument such as a spanner S through the insertion opening 12 to remove the screw operating instrument. Screw the screw 1 into the threaded position of the tip piece 14.
したがつて本考案の場合、基部片13を中空部
6内に位置させてねじ止めできるのに加えて、先
部片14の位置を自由に選択できる。つまり、上
記中空横架材Tには差入口12が形成されている
ため、ねじ1の螺締位置が、先部片14の如何な
る位置にあつても、また中空横架材Tの幅方向の
如何なる位置にあつても、上記差入口12からね
じ操作器具を差込んでねじ1のねじ止めができ
る。 Therefore, in the case of the present invention, in addition to being able to position the base piece 13 within the hollow portion 6 and fasten it with screws, the position of the tip piece 14 can be freely selected. In other words, since the insertion port 12 is formed in the hollow horizontal member T, no matter where the screw 1 is tightened at any position on the tip piece 14 or in the width direction of the hollow horizontal member T. No matter where the screw is located, the screw 1 can be screwed by inserting a screw operating tool through the insertion port 12.
(実施例) 以下、添付図面に基いて本考案を詳述する。(Example) Hereinafter, the present invention will be described in detail based on the accompanying drawings.
図面は、バルコニーに実施した本考案の一実施
例を示しており、本考案は概ね、中空部6を有す
る中空横架材Tの端部を支柱Pに突き合わせ、該
中空横架材TをL字形連結金具Jを介してねじ
1,2により支柱Pに連結するものである。 The drawing shows an embodiment of the present invention implemented on a balcony, and the present invention generally consists of abutting the end of a hollow horizontal member T having a hollow portion 6 against a support P, and connecting the hollow horizontal member T to L. It is connected to the support P by screws 1 and 2 via the letter-shaped connecting fitting J.
支柱Pは、断面略四角形の中空体形状に形成さ
れ、中空横架材Tが突き合せられる側壁に、ねじ
1を螺着するための通し孔3,3が上下一対設け
られ、反対側の側壁に、上記通し孔3,3に対応
した挿入孔4,4が設けられている。この挿入孔
4,4は上記ねじ1を進退可能にする雌ねじ5を
支柱Pの中空部に挿入するためのものである。 The pillar P is formed into a hollow body shape with a substantially quadrangular cross section, and a pair of upper and lower through holes 3, 3 for screwing the screws 1 are provided on the side wall against which the hollow horizontal member T is abutted, and the opposite side wall Insertion holes 4, 4 corresponding to the above-mentioned through holes 3, 3 are provided. These insertion holes 4, 4 are for inserting into the hollow part of the support P a female screw 5 which allows the screw 1 to move forward and backward.
中空横架材Tは、バルコニーの前桁となるもの
で、強度を持たすべく中空部6を備えており、こ
の中空部6の形状は左右(前後方向)の壁面が上
下方向の壁面より長く設定されている。そして該
中空部6の上面壁7は後方へ延長されて、該延長
端部に垂下片8が根太のカバーとして設けられ、
中空横架材Tの下端には根太掛9が後方へ突設さ
れている。 The hollow horizontal member T serves as the front beam of the balcony, and is equipped with a hollow part 6 to provide strength.The shape of the hollow part 6 is such that the left and right (front and rear) wall surfaces are longer than the vertical wall surfaces. has been done. The upper wall 7 of the hollow part 6 is extended rearward, and a hanging piece 8 is provided at the extended end as a cover for the joist.
A joist hook 9 is provided at the lower end of the hollow horizontal member T to protrude rearward.
また、上記中空横架材Tの支柱Pへ突き合わせ
る端部に、スパナSの差入口12が中空部6を形
成する内側壁10を切り欠くことにより設けら
れ、また上記内側壁10に対峙する外側壁11に
はL字形連結金具Jを取り付けるために、上下一
対のねじ通し孔16,16が設けられている。 Furthermore, an insertion port 12 for a spanner S is provided at the end of the hollow horizontal member T that butts against the support column P by cutting out the inner wall 10 forming the hollow section 6, and also faces the inner wall 10. The outer wall 11 is provided with a pair of upper and lower screw holes 16, 16 for attaching the L-shaped connecting fitting J.
L字形連結金具Jは、後述する中空横架材Tの
中空部6に照応して縦長とされ、横方向において
L字形に屈曲された形状になつており、その屈曲
形成された一片(「先部片14」と称する)は、
支柱Pへの取付片として供され、屈曲形成された
他片(「基部片13」と称する)は、中空横架材
Tの外側壁11への取付片として供される。より
具体的には、上記基部片13の端部に、内側に膨
出した厚肉部15が形成され、該厚肉部15に上
下一対のねじ孔17,17が設けられている。ま
た、先部片14には上下一対の切欠部20,20
が設けられており、該両切欠部20,20は、先
部片14の先端方向に開口され、幅中央部におい
て立ち上がつて、溝形掛止部21,21が設けら
れている。 The L-shaped connecting fitting J is vertically elongated in accordance with the hollow part 6 of the hollow horizontal member T, which will be described later, and is bent into an L-shape in the horizontal direction. (referred to as "piece 14") is
The other bent piece (referred to as "base piece 13"), which is provided as an attachment piece to the support column P, is provided as an attachment piece to the outer wall 11 of the hollow horizontal member T. More specifically, a thick wall portion 15 that bulges inward is formed at the end of the base piece 13, and a pair of upper and lower screw holes 17, 17 are provided in the thick wall portion 15. Further, the tip piece 14 has a pair of upper and lower notches 20, 20.
Both notches 20, 20 are opened toward the distal end of the tip piece 14, rise at the center of the width, and are provided with groove-shaped hooks 21, 21.
次に、支柱Pに中空横架材Tを連結する手順を
説明する。 Next, a procedure for connecting the hollow horizontal member T to the column P will be explained.
L字形連結金具Jは、まず中空横架材Tに予め
取り付ける。なお、その取付けについては、ねじ
2,2を中空横架材Tのねじ通し孔16,16か
らねじ孔17,17に螺入する。 The L-shaped connecting fitting J is first attached to the hollow horizontal member T in advance. In addition, regarding the installation, the screws 2, 2 are screwed into the screw holes 17, 17 from the screw through holes 16, 16 of the hollow horizontal member T.
一方、支柱Pには通し孔3,3から通したねじ
1,1に雌ねじ5,5を添え付ける。このとき雌
ねじ5を完全に螺入しないで、第1図に示すよう
にねじが一部出た状態に不完全に螺入する。 On the other hand, female threads 5, 5 are attached to the screws 1, 1 passed through the through holes 3, 3 on the support P. At this time, the female screw 5 is not completely screwed in, but is screwed in incompletely with a portion of the screw protruding as shown in FIG.
次に、L字形連結金具Jの先部片14に設けて
ある切欠部20,20をそのねじ1,1に掛けた
後、中空横架材Tの端の差入口12からスパナS
を入れてねじ1を締め付ける。 Next, after hooking the notches 20, 20 provided in the tip piece 14 of the L-shaped connecting fitting J to the screws 1, 1, the spanner S is inserted into the insertion port 12 at the end of the hollow horizontal member T.
and tighten screw 1.
このようにしてねじ1,1を中空横架材Tの中
空部6の形成位置に(厳密には中空部6を構成す
る内側壁10にかかつた位置に)止めることがで
きる。 In this way, the screws 1, 1 can be fixed at the position where the hollow section 6 of the hollow horizontal member T is formed (strictly speaking, at the position where it hangs over the inner wall 10 constituting the hollow section 6).
この実施例の場合、中空横架材Tは、中空部6
の他に垂下片8や根太掛9を備えているので、内
側壁10の位置が丁度中空横架材Tの幅中央部と
なる。そして、第2図、第3図に示す通り、その
位置にねじ1,1が位置しているから、これらね
じ1,1が中空横架材Tにかかる荷重を安定して
受けることになる。 In the case of this embodiment, the hollow horizontal member T has a hollow portion 6
In addition, since the hanging piece 8 and the joist hook 9 are provided, the position of the inner wall 10 is exactly at the center of the width of the hollow horizontal member T. As shown in FIGS. 2 and 3, since the screws 1 and 1 are located at that position, these screws 1 and 1 stably receive the load applied to the hollow horizontal member T.
若し、中空横架材Tが中空部6だけの断面構造
であると、その中空部内にねじ1,1が位置する
ことになるが、その場合でも、差入口12からの
スパナSの差込みによりねじボルト1の締め付け
が可能である。 If the hollow horizontal member T has a cross-sectional structure with only the hollow part 6, the screws 1, 1 will be located in the hollow part, but even in that case, by inserting the spanner S from the insertion port 12, The screw bolt 1 can be tightened.
なお、L字形連結金具Jは、必ずしも横方向に
屈折したL字形であることを要せず、縦方向に屈
折したL字形であつても良く、さらに、差入口1
2はL字形連結金具Jの基部片13に塞がれない
箇所であればその箇所は特に制限されない。 Note that the L-shaped connecting fitting J does not necessarily have to be an L-shape bent in the horizontal direction, but may be an L-shape bent in the vertical direction.
2 is not particularly limited as long as it is not blocked by the base piece 13 of the L-shaped connecting fitting J.
更に付言すれば、第2図および第3図は、バル
コニーを完全に組み立てた状態において連結装置
を示したものであつて、バルコニーはこれら図に
示すように家屋駆体の両側壁25,25間に挟ん
で設けられ、支持されている。すなわち、支柱P
には縦打付け材26が組み付けられ且つ複数のボ
ルト27で締め付けられている。そして縦打付け
材26側壁25にボルト28で固定されている。
そのため、上記縦打付け材26によつて雌ねじ5
の挿入孔4が塞がれて見栄えが整えられる。 Furthermore, FIGS. 2 and 3 show the connecting device when the balcony is completely assembled, and the balcony is connected between both side walls 25 and 25 of the house structure as shown in these figures. It is installed and supported between the two. That is, the pillar P
A vertical fastening member 26 is assembled to the holder and fastened with a plurality of bolts 27. The vertically fastened material 26 is fixed to the side wall 25 with bolts 28.
Therefore, the female thread 5 is
The insertion hole 4 is closed and the appearance is improved.
また、縦打付け材26には壁付き妻梁29が連
結されている。 Further, a walled end beam 29 is connected to the vertically-attached material 26.
(考案の効果)
本考案は、以上説明したように、L字形連結金
具Jを介して中空部6を有する中空横架材Tをね
じ止めにより支柱Pに連結する中空横架材Tの支
柱連結構造であつて、
L字形連結金具Jは、支柱Pに進退可能に螺着
されたねじ1により挟着固定される先部片14と
中空横架材Tの中空部6内壁に添着されねじ2に
よりねじ止めされる基部片13とを備え、
前記先部片14に前記ねじ1のねじ軸を案内す
る切欠部20が形成されると共に前記基部片13
にはねじ2を螺着するためのねじ孔17が形成さ
れ、
前記中空横架材Tには、中空部6を形成する側
壁のうち一方の側壁を支柱Pへの突き合せ側端部
において切除することによりスパナS等のねじ操
作器具挿入用の差入口12が設けられると共に前
記基部片13が添着されるもう一方の側壁に、ね
じ2挿通用のねじ通し孔16が設けられているの
で、中空横架材にL字形連結金具を予め取り付け
る組立て手順の場合でも、中空横架材の中空部の
存在位置に関係なくねじの頭部を位置させ、且つ
そのねじを締め付けることができるため、ねじを
最適箇所に位置させることによつて、荷重を安定
して受け得るように支柱に対して中空横架材を連
結できるという効果がある。(Effects of the invention) As explained above, the present invention provides a column connection for a hollow horizontal member T, which connects a hollow horizontal member T having a hollow portion 6 to a support P by screwing through an L-shaped connecting fitting J. The L-shaped connecting fitting J has a tip piece 14 that is clamped and fixed by a screw 1 that is screwed into the column P so that it can move forward and backward, and a screw 2 that is attached to the inner wall of the hollow part 6 of the hollow horizontal member T. A notch 20 for guiding the screw shaft of the screw 1 is formed in the tip piece 14, and a base piece 13 is screwed by the base piece 13.
A screw hole 17 for screwing the screw 2 is formed in the hollow horizontal member T, and one side wall of the side walls forming the hollow part 6 is cut out at the end on the side where it butts against the column P. As a result, an insertion port 12 for inserting a screw operating device such as a spanner S is provided, and a screw hole 16 for inserting a screw 2 is provided in the other side wall to which the base piece 13 is attached. Even in the case of an assembly procedure in which L-shaped connecting fittings are attached to the hollow horizontal member in advance, the head of the screw can be positioned and tightened regardless of the position of the hollow part of the hollow horizontal member, so the screw By locating the hollow horizontal members at optimal locations, it is possible to connect the hollow horizontal members to the columns so that they can stably receive loads.
第1図乃至第3図は本考案に係る中空横架材の
工程連結構造を示す実施例図で、第1図は要部分
解斜視図、第2図は組立状態を平面から見た断面
図、第3図は第2図A−A線矢視断面図である。
J……L字形連結金具、P……支柱、T……中
空横架材、S……スパナ、1……ねじ、6……中
空部、12……差入口、13……基部片、14…
…先部片、20……切欠部。
Figures 1 to 3 are embodiment diagrams showing the process connection structure of the hollow horizontal member according to the present invention, where Figure 1 is an exploded perspective view of the main part, and Figure 2 is a cross-sectional view of the assembled state seen from a plane. , FIG. 3 is a sectional view taken along the line A--A in FIG. J... L-shaped connecting fitting, P... Support, T... Hollow horizontal member, S... Spanner, 1... Screw, 6... Hollow part, 12... Insertion port, 13... Base piece, 14 …
... Tip piece, 20 ... Notch.
Claims (1)
空横架材Tをねじ止めにより支柱Pに連結する中
空横架材Tの支柱連結構造であつて、 L字形連結金具Jは、支柱Pに進退可能に螺着
されたねじ1により挟着固定される先部片14と
中空横架材Tの中空部6内壁に添着されねじ2に
よりねじ止めされる基部片13とを備え、 前記先部片14には前記ねじ1のねじ軸を案内
する切欠部20が形成されると共に前記基部片1
3にはねじ2を螺着するためのねじ孔17が形成
され、 前記中空横架材Tには、中空部6を形成する側
壁のうち一方の側壁を支柱Pへの突き合せ側端部
において切除することによりスパナS等のねじ操
作器具挿入用の差入口12が設けられると共に前
記基部片13が添着されるもう一方の側壁に、ね
じ2挿通用のねじ通し孔16が設けられているこ
とを特徴とする中空横架材の支柱連結構造。[Scope of Claim for Utility Model Registration] A column connection structure for a hollow horizontal frame member T in which a hollow horizontal frame member T having a hollow portion 6 is connected to a column P by screws via an L-shaped connecting fitting J, which is L-shaped. The connecting fitting J includes a tip piece 14 which is clamped and fixed by a screw 1 screwed into the column P so as to be able to move forward and backward, and a base piece which is attached to the inner wall of the hollow part 6 of the hollow horizontal member T and screwed by a screw 2. 13, the tip piece 14 is formed with a notch 20 for guiding the screw shaft of the screw 1, and the base piece 1
3 is formed with a screw hole 17 for screwing the screw 2, and the hollow horizontal member T has one of the side walls forming the hollow part 6 at the end on the side where it butts against the column P. By cutting, an insertion port 12 for inserting a screw operating device such as a spanner S is provided, and a screw hole 16 for inserting a screw 2 is provided in the other side wall to which the base piece 13 is attached. A column-connected structure of hollow horizontal members.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6948087U JPH0452328Y2 (en) | 1987-05-08 | 1987-05-08 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6948087U JPH0452328Y2 (en) | 1987-05-08 | 1987-05-08 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63177502U JPS63177502U (en) | 1988-11-17 |
JPH0452328Y2 true JPH0452328Y2 (en) | 1992-12-09 |
Family
ID=30910251
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6948087U Expired JPH0452328Y2 (en) | 1987-05-08 | 1987-05-08 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0452328Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100739932B1 (en) | 2006-10-26 | 2007-07-16 | 주식회사 한진중공업 | Joint structure of column and beam |
JP6425670B2 (en) * | 2016-02-08 | 2018-11-21 | 四国化成工業株式会社 | FRAME STRUCTURE, AND FRAME STRUCTURE ASSEMBLING METHOD |
-
1987
- 1987-05-08 JP JP6948087U patent/JPH0452328Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS63177502U (en) | 1988-11-17 |
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