JP2002021183A - Assembly member for temporary structure - Google Patents

Assembly member for temporary structure

Info

Publication number
JP2002021183A
JP2002021183A JP2000207345A JP2000207345A JP2002021183A JP 2002021183 A JP2002021183 A JP 2002021183A JP 2000207345 A JP2000207345 A JP 2000207345A JP 2000207345 A JP2000207345 A JP 2000207345A JP 2002021183 A JP2002021183 A JP 2002021183A
Authority
JP
Japan
Prior art keywords
column
pipe
column member
beam member
shape
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.)
Granted
Application number
JP2000207345A
Other languages
Japanese (ja)
Other versions
JP4531937B2 (en
Inventor
Tetsuya Ogasawara
哲也 小笠原
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.)
HOJUDO KK
Original Assignee
HOJUDO 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 HOJUDO KK filed Critical HOJUDO KK
Priority to JP2000207345A priority Critical patent/JP4531937B2/en
Publication of JP2002021183A publication Critical patent/JP2002021183A/en
Application granted granted Critical
Publication of JP4531937B2 publication Critical patent/JP4531937B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide an assembly member not providing a limitation to the shape of a temporary structure to be built and facilitating the assembly and disassembly. SOLUTION: This column member 11 comprises a hollow round pipe 3 and a connection member 4 fixed to the outer periphery of the hollow pipe 3. The connection member 4 comprises a top part 5 having an outer peripheral shape formed in a regular octagon, a bottom part 6, and side parts 8 covering the side faces of the regular octagon formed integrally with each other. Cutouts 8 extending continuously from the top part to the side parts are formed in the top part at each side of the polyhedron.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、仮設ステージなど
の仮設構造物を完成させる場合に使用される組立部材に
関し、特に、仮設構造物の形状に制限がなく、組立てや
分解が容易な柱部材や梁部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an assembling member used to complete a temporary structure such as a temporary stage, and more particularly to a column member which has no limitation on the shape of the temporary structure and is easy to assemble and disassemble. And beam members.

【0002】[0002]

【従来の技術】仮設ステージなどの仮設構造物を完成さ
せる場合、一般に、その骨組みは、垂直方向に連設可能
な柱部材と、柱部材に対して水平方向に組み付ける梁部
材とによって構築されている。例えば、特許29978
40号の発明では、「角形鋼管の側面にカギ掛止穴を形
成した支柱」と、「カギ掛止穴に係合可能なカギ部を先
端に設けた角形鋼管からなる梁」とを組み合わせて屋外
コンサート会場などの骨組みを完成させている。
2. Description of the Related Art When a temporary structure such as a temporary stage is completed, its frame is generally constructed of a column member which can be vertically connected and a beam member which is horizontally assembled to the column member. I have. For example, Japanese Patent No. 29978
In the invention of No. 40, a "post having a key hole formed on a side surface of a square steel pipe" and a "beam made of a square steel pipe having a key portion at a tip end engageable with the key hole" are combined. The framework for the outdoor concert hall and other facilities has been completed.

【0003】この発明において「カギ掛止穴」とは、具
体的には、角形鋼管の四方向の各側面に形成された長手
方向の切込溝であり、「カギ部」とは、具体的には、角
形鋼管の先端に設けられた逆L字状の突出片である。
[0003] In the present invention, the "locking hole" is, specifically, a longitudinal cut groove formed on each side surface of the rectangular steel pipe in four directions, and the "key portion" is a concrete example. , Is an inverted L-shaped projecting piece provided at the tip of the square steel pipe.

【0004】[0004]

【発明が解決しようとする課題】この発明は、一時的に
使用した後で解体する仮設構造物を組立てるためのもの
であるが、角形鋼管を用いるため支柱と梁とをどのよう
に組合せても、矩形状の仮設構造物しか作れないという
欠点があった。すなわち、円形状や多角形状の仮設ステ
ージや建築足場などが必要な場合でも、前記の発明で
は、そのような要請に応えられないという問題点があっ
た。
SUMMARY OF THE INVENTION The present invention is for assembling a temporary structure which is to be dismantled after being temporarily used. However, since a rectangular steel pipe is used, any combination of columns and beams can be used. However, there is a disadvantage that only a rectangular temporary structure can be made. That is, even when a circular or polygonal temporary stage or a building scaffold is required, the above-described invention has a problem that such a demand cannot be met.

【0005】また、前記の発明では、角形鋼管の側面に
形成された切込溝に向けて、突出片を水平方向から挿入
する必要があるので、目標を定めにくく、組立てにある
程度の熟練を要するいう問題点もあった。同様に、分解
に際しても、あまり簡単にはいかず、ある程度の熟練が
必要であった。
Further, in the above invention, since it is necessary to insert the projecting piece from the horizontal direction toward the cut groove formed on the side surface of the rectangular steel pipe, it is difficult to set a target, and it requires some skill in assembly. There was also a problem. Similarly, decomposition is not so easy and requires some skill.

【0006】本発明は、これらの問題点に着目してなさ
れたものであって、構築可能な仮設構造物の形状に制限
がなく、しかも組立てや分解が容易な組立用部材を提供
することを課題とする。
The present invention has been made in view of these problems, and provides an assembling member in which the shape of a temporary structure that can be constructed is not limited and that can be easily assembled and disassembled. Make it an issue.

【0007】[0007]

【課題を解決するための手段】上記の課題を解決するた
め、請求項1に係る発明は、中空パイプと、前記中空パ
イプの外周に固着された連結部材とで構成された柱部材
であって、前記連連結部材は、外周形状が多角形である
頂部及び底部と、前記多角形の各側面を覆う側部とが一
体化されて構成されており、前記頂部における多角形の
各辺には、頂部から側部に連続する切欠き溝が形成され
ている。
According to a first aspect of the present invention, there is provided a column member comprising a hollow pipe and a connecting member fixed to an outer periphery of the hollow pipe. The connecting member is configured such that a top portion and a bottom portion having an outer peripheral shape of a polygon, and a side portion covering each side surface of the polygon are integrated, and each side of the polygon at the top portion has A notch groove is formed continuously from the top to the side.

【0008】ここで、連結部材の平面形状は、その外周
形状が多角形であれば足りるが、好適には正八角形であ
り、正八角形であれば、仮設建造物が特殊な形状であっ
ても、ほぼ全ての形状に対応することができる。
Here, the planar shape of the connecting member is sufficient if its outer peripheral shape is polygonal, but is preferably a regular octagon, and if it is a regular octagon, even if the temporary building has a special shape. , Almost all shapes.

【0009】仮設建造物の骨組みを構築するには、柱部
材の他に梁部材が必要であるが、本発明に係る梁部材
は、角形パイプの終端面から、逆L字状の引掛け片が突
出して形成されている。
[0009] In order to construct the framework of the temporary building, a beam member is required in addition to the column member. The beam member according to the present invention is provided with an inverted L-shaped hooking piece from the end face of the rectangular pipe. Are formed to protrude.

【0010】[0010]

【発明の実施の態様】以下、実施例に基づいて、この発
明を更に詳細に説明する。図1は、仮設構造物の組立用
部材の第1実施例を図示したものであり、具体的には、
柱部材1と梁部材2の要部を図示したものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in more detail with reference to embodiments. FIG. 1 illustrates a first embodiment of a member for assembling a temporary structure. Specifically, FIG.
FIG. 2 illustrates main parts of a column member 1 and a beam member 2.

【0011】図1(a)に示すように、柱部材1は、丸
形パイプ3の途中に連結部4を溶接して構成されてい
る。なお、図示の例では、一個の連結部4が丸形パイプ
3の長手方向の中央部に溶着されているが、必要に応じ
て二個以上の連結部4を溶着しても良いのは勿論であ
る。
As shown in FIG. 1A, the column member 1 is formed by welding a connecting portion 4 in the middle of a round pipe 3. In the illustrated example, one connecting portion 4 is welded to the center of the round pipe 3 in the longitudinal direction. However, two or more connecting portions 4 may be welded as needed. It is.

【0012】連結部4は、全体として中空の正八角柱に
形成されており、中央に開口穴を有する正八角形の頂部
5及び底部6と、八角柱の各側面を覆う屈曲形成された
側部7とが一体化されて構成されている。なお、頂部5
と底部6に形成された開口穴は、丸形パイプ3の外径寸
法とほぼ同じ内径で、上下の開口穴において連結部4と
丸形パイプ3とが溶着されている。
The connecting portion 4 is formed in a hollow regular octagonal column as a whole, and has a regular octagonal top portion 5 and a bottom portion 6 having an opening hole in the center, and a bent side portion 7 covering each side surface of the octagonal column. Are integrated with each other. The top 5
An opening formed in the bottom 6 has an inner diameter substantially the same as the outer diameter of the round pipe 3, and the connecting portion 4 and the round pipe 3 are welded in upper and lower opening holes.

【0013】頂部5及び底部6は、一辺が長さaの正八
角形の形状であるが、頂部5における正八角形の各辺に
は、側部7に連続する切欠き溝8が、それぞれ二箇所形
成されている。なお、頂部5の切欠き溝8の長さをL
1、側部7の切欠き溝8の長さをL2とする(図2参
照)。また、切欠き溝8の幅をWとする。
The top 5 and the bottom 6 each have a regular octagonal shape with a side of length a. On each side of the regular octagon at the top 5, there are two notched grooves 8 connected to the side 7 respectively. Is formed. Note that the length of the notch groove 8 at the top 5 is L
1. The length of the notch groove 8 in the side part 7 is L2 (see FIG. 2). Further, the width of the notch groove 8 is W.

【0014】図1(b)に示すように、梁部材2は、角
形パイプ9の先端内面に係止部材10を溶着させて構成
されている。なお、係止部材10の水平方向の幅aは、
連結部材4の正八角形の一辺aとほぼ同じである。ま
た、角パイプ9や係止部材10の垂直方向の高さbも、
連結部材4の側部7の高さbとほぼ同じである。
As shown in FIG. 1B, the beam member 2 is formed by welding a locking member 10 to the inner surface of the tip of a rectangular pipe 9. Note that the horizontal width a of the locking member 10 is
It is substantially the same as one side a of the regular octagon of the connecting member 4. Also, the vertical height b of the square pipe 9 and the locking member 10 is
It is almost the same as the height b of the side part 7 of the connecting member 4.

【0015】図3に示すように、係止部材10は、平板
状の本体部11と、逆L字状の二つの引掛け片12とが
一体化されて構成されている。なお、引掛け片12は、
本体部11をほぼ三等分する位置から突出して形成され
ている。この二つの引掛け片12の位置は、連結部4の
各側面に形成された二つの切欠き溝8の位置に一致する
のは勿論である。
As shown in FIG. 3, the locking member 10 is formed by integrating a flat main body 11 and two inverted L-shaped hooking pieces 12. In addition, the hook piece 12
The main body 11 is formed so as to protrude from a position that substantially divides the main body 11 into three. Needless to say, the positions of the two hook pieces 12 coincide with the positions of the two notch grooves 8 formed on each side surface of the connecting portion 4.

【0016】図2に示すように、逆L字状の引掛け部1
2は、角形パイプ9の長手方向に突出する基端部Bと、
基端部Bから下向きに延びる延長部Eとからなる。引掛
け部12の形状及び寸法は、連結部4に形成された切欠
き溝8に対応したものであり、引掛け部12の板幅は、
切欠き溝8の幅Wよりやや薄く形成されている。
As shown in FIG. 2, an inverted L-shaped hook portion 1 is provided.
2 is a base end B protruding in the longitudinal direction of the rectangular pipe 9;
An extension E extends downward from the base end B. The shape and dimensions of the hook portion 12 correspond to the notch grooves 8 formed in the connecting portion 4, and the width of the hook portion 12 is
It is formed slightly thinner than the width W of the notch groove 8.

【0017】同様に、基端部Bの突出方向の長さL1’
は、頂部5の切欠き溝8の長さL1とほぼ同じ長さに形
成されている。また、基端部Bの垂直方向の長さL2’
は、側部7の切欠き溝8の長さL2とほぼ同じ長さに形
成されている。なお、延長部Eの長さL3の部分は、連
結部4の側部内面と接触して、柱部材1と梁部材2との
確実な連結を実現する部分である。
Similarly, the length L1 'of the base end portion B in the projecting direction.
Is formed to have a length substantially equal to the length L1 of the notch groove 8 of the top 5. The length L2 ′ of the base end B in the vertical direction is also set.
Is formed to have substantially the same length as the length L2 of the cutout groove 8 in the side portion 7. In addition, the portion of the length L3 of the extension portion E is a portion that comes into contact with the inner surface of the side portion of the connecting portion 4 to realize the reliable connection between the column member 1 and the beam member 2.

【0018】図4は、柱部材1と梁部材2の連結強度を
補強したい場合に使用する補強部材20を図示したもの
である。この補強部材20は、中空矩形状の柱材21の
先端側に延設部22を形成したものであり、その内周
は、角形パイプ9の外周よりやや大きく形成されてい
る。
FIG. 4 shows a reinforcing member 20 used to reinforce the connection strength between the column member 1 and the beam member 2. The reinforcing member 20 is formed by forming an extended portion 22 on the distal end side of a hollow rectangular column member 21, and the inner periphery thereof is formed slightly larger than the outer periphery of the rectangular pipe 9.

【0019】すなわち、補強部材20の水平方向の内径
a’は、角パイプ9の水平方向の幅aよりやや大きく、
垂直方向の内径b’は、角パイプ9や連結部4の垂直方
向の高さbよりやや長く形成されている。そのため、補
強部材20は、角パイプ9の外周上でスライド移動する
ことができ、先端方向にスライドさせると、延設部22
が連結部4を上下から挟むことになり、柱部材1と梁部
材2との連結をより確実なものとすることができる。
That is, the horizontal inner diameter a ′ of the reinforcing member 20 is slightly larger than the horizontal width a of the square pipe 9,
The vertical inner diameter b ′ is formed to be slightly longer than the vertical height b of the square pipe 9 and the connecting portion 4. Therefore, the reinforcing member 20 can slide on the outer circumference of the square pipe 9, and when slid in the distal direction, the extending portion 22
Can sandwich the connecting portion 4 from above and below, and the connection between the column member 1 and the beam member 2 can be made more reliable.

【0020】図5は、柱部材1を垂直方向に延設する場
合に使用する延長部材30を図示したものである。この
延長部材30は、丸パイプ3の外形にほぼ等しい外形を
有する円盤部31と、円盤部31を貫通して上下に突出
する円柱部32とが一体化されて構成されている。ここ
で、突出部32の外径φは、丸パイプ3の内径にほぼ等
しく、柱部材1を垂直方向に確実に連設することを可能
にしている。
FIG. 5 shows an extension member 30 used when the column member 1 is extended in the vertical direction. The extension member 30 is configured by integrating a disk portion 31 having an outer shape substantially equal to the outer shape of the round pipe 3 and a columnar portion 32 penetrating through the disk portion 31 and projecting vertically. Here, the outer diameter φ of the protruding portion 32 is substantially equal to the inner diameter of the round pipe 3, which enables the column members 1 to be reliably connected in the vertical direction.

【0021】続いて、以上説明した各部材を使用して、
仮設ステージや工事現場の足場などをの骨組みを構築す
る場合について説明する。仮設ステージの骨組みなどを
構築する場合には、柱部材1を何本か立設させた状態
で、隣接する柱部材1,1の間に梁部材2を掛け渡すこ
とが必要となる。かかる場合には、梁部材2から突出し
ている逆L字状の引掛け片12を、連結部材4に形成さ
れている切欠き溝8に上から挿入すれば良い。従来まで
の場合とは異なり、連結部材3が丸パイプ3の径方向外
側に広がっており、しかも、引掛け片12を上から切欠
き溝8に落とし込むだけで足りるので、組み付け作業が
極めて容易である。
Subsequently, using the members described above,
A case of constructing a framework including a temporary stage and a scaffold at a construction site will be described. When constructing a framework of a temporary stage or the like, it is necessary to bridge the beam member 2 between the adjacent column members 1 and 1 with some column members 1 standing. In such a case, the inverted L-shaped hooking piece 12 protruding from the beam member 2 may be inserted into the notch groove 8 formed in the connecting member 4 from above. Unlike the conventional case, since the connecting member 3 extends radially outward of the round pipe 3 and furthermore, it is sufficient to drop the hooking piece 12 into the notch groove 8 from above, the assembling work is extremely easy. is there.

【0022】また、連結部材3は、平面視で八角形の形
状をしているので、図6に示すように柱部材1に対し
て、八方向のいずれの方向にも梁部材2を組み付けるこ
とができ、どのような形状のステージや建築物にも対応
することができる。なお、柱部材1と梁部材2との組み
付け強度を大きくしたい場合には、角パイプ9に補強部
材20を予め嵌挿させておき、梁部材2の引掛け片12
を、連結部材4の切欠き溝8に落とし込んだ後、補強部
材20をスライド移動させて、延設部22によって連結
部4を上下から挟着するようにすれば良い。
Since the connecting member 3 has an octagonal shape in plan view, as shown in FIG. 6, the beam member 2 is assembled to the column member 1 in any of the eight directions. It can be used for any shape of stage or building. In order to increase the assembling strength of the column member 1 and the beam member 2, the reinforcing member 20 is previously inserted into the square pipe 9, and the hook piece 12 of the beam member 2 is inserted.
Is dropped into the notch groove 8 of the connecting member 4, the reinforcing member 20 is slid and the connecting portion 4 is sandwiched by the extending portion 22 from above and below.

【0023】このようにして柱部材1と梁部材2とを組
み付けていき、梁部材2によって形成された水平面にボ
ード材などを敷設すれば、仮設ステージや工事足場を完
成させることができる。この際、連結部材4と梁部材2
の上面は面一となるので、連結部材4と梁部材2とによ
ってボード材を支えることができる。なお、骨組みを垂
直方向に延ばす場合には、図5に示す延長部材30を利
用して柱部材1を連設すれば良い。
When the column member 1 and the beam member 2 are assembled in this manner, and a board material or the like is laid on the horizontal plane formed by the beam member 2, a temporary stage or a construction scaffold can be completed. At this time, the connecting member 4 and the beam member 2
Are flush with each other, the board member can be supported by the connecting member 4 and the beam member 2. When the skeleton is extended in the vertical direction, the column members 1 may be continuously provided using the extension members 30 shown in FIG.

【0024】図7は、仮設構造物の組立用部材の第2実
施例を図示したものであり、具体的には、柱部材31と
梁部材32の要部を図示したものである。第2実施例の
柱部材31は、連結部材34の全体形状が第1実施例の
場合と少し異なり、頂部35と底部36は、側部37の
上下端面からそれぞれ内側に入り込んだ位置で溶接され
ている。したがって、この連結部材34では、側部37
と、頂部35及び底部36との溶接作業が第1実施例の
場合よりも容易である。
FIG. 7 shows a second embodiment of a member for assembling a temporary structure. More specifically, FIG. 7 shows main parts of a column member 31 and a beam member 32. In the column member 31 of the second embodiment, the overall shape of the connecting member 34 is slightly different from that of the first embodiment, and the top portion 35 and the bottom portion 36 are welded at positions where they enter the inside from the upper and lower end surfaces of the side portion 37, respectively. ing. Therefore, in this connecting member 34, the side portions 37
And the welding of the top 35 and the bottom 36 is easier than in the first embodiment.

【0025】また、第2実施例の梁部材32は、係止部
材40の形状にも特徴がある。すなわち、第1実施例の
場合のように、単なる板材を角形パイプ39に溶接する
のではなく、図8(a)に示すような屈曲形成した係止
部材40を角形パイプ39に挿入するようにしている。
この係止部材40の上下の端面には、その一部に切欠き
Cが形成されており、係止部材40を挿入した状態で切
欠きCの位置に合わせて上下から角パイプ39をかしめ
て、係止部材40を角パイプ39の内部で保持してい
る。
The beam member 32 of the second embodiment is also characterized by the shape of the locking member 40. That is, instead of welding a simple plate to the square pipe 39 as in the case of the first embodiment, the bent locking member 40 as shown in FIG. ing.
A notch C is formed in a part of the upper and lower end surfaces of the locking member 40, and the square pipe 39 is caulked from above and below in accordance with the position of the notch C with the locking member 40 inserted. The retaining member 40 is held inside the square pipe 39.

【0026】図9は、第2実施例に係る補強部材50を
図示したものである。補強部材50は、図示のように屈
曲形成した二枚の板材51,51をボルト52とナット
53で一体化させて構成している。なお、ボルト穴が上
下それぞれ二箇所設けられており、2個目の穴は、筋違
(すじかい)55を保持するボルト穴として使用され
る。
FIG. 9 illustrates a reinforcing member 50 according to the second embodiment. The reinforcing member 50 is formed by integrating two plate members 51, 51 which are bent as shown in the figure with a bolt 52 and a nut 53. Note that two upper and lower bolt holes are provided, and the second hole is used as a bolt hole for holding a streak 55.

【0027】図10は、第1実施例に係る柱部材1と梁
部材2の組み付け状態を示す斜視図である。また、図1
1は、第2実施例に係る柱部材31と梁部材32の組み
付け状態を示す斜視図であり、図示の場合、補強部材5
0を用いると共に、補強部材のボルト穴を利用して筋違
55を保持している。
FIG. 10 is a perspective view showing an assembled state of the column member 1 and the beam member 2 according to the first embodiment. FIG.
FIG. 1 is a perspective view showing an assembled state of a column member 31 and a beam member 32 according to a second embodiment.
0 is used, and the bracing 55 is held using a bolt hole of the reinforcing member.

【0028】図12と図13は、図14のような形状の
骨組みを実現するための連結部材60を図示したもので
ある。図13に表れるように、この連結部材60では頂
部61と底部62との間に軸部材63を貫通させると共
に、頂部61と底部62の上下に保持板64を設ける構
造にしている。また、梁部材は斜めに立ち上がるので係
止部材65の形状もそれに合わせた形になっている。
FIGS. 12 and 13 show a connecting member 60 for realizing a skeleton having a shape as shown in FIG. As shown in FIG. 13, the connecting member 60 has a structure in which a shaft member 63 penetrates between a top 61 and a bottom 62 and holding plates 64 are provided above and below the top 61 and the bottom 62. Further, since the beam member rises obliquely, the shape of the locking member 65 is also adapted to that.

【0029】[0029]

【発明の効果】以上説明したように、本発明によれば、
仮設構造物の形状に制限がなく、組立てや分解が容易な
柱部材や梁部材を実現できる。
As described above, according to the present invention,
There is no limitation on the shape of the temporary structure, and a column member or a beam member that can be easily assembled or disassembled can be realized.

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

【図1】第1実施例に係る柱部材と梁部材の要部を図示
したものである。
FIG. 1 illustrates a main part of a column member and a beam member according to a first embodiment.

【図2】柱部材の連結部と、梁部材の引掛け部との関係
を図示したものである。
FIG. 2 illustrates a relationship between a connecting portion of a column member and a hook portion of a beam member.

【図3】梁部材の終端部を図示した斜視図である。FIG. 3 is a perspective view illustrating a terminal end of a beam member.

【図4】補強部材を図示した斜視図である。FIG. 4 is a perspective view illustrating a reinforcing member.

【図5】延長部材を図示した斜視図であるFIG. 5 is a perspective view illustrating an extension member.

【図6】柱部材と梁部材の組み付け方法を説明する図面
である。
FIG. 6 is a drawing for explaining a method of assembling a column member and a beam member.

【図7】第2実施例に係る柱部材と梁部材の要部を図示
したものである。
FIG. 7 illustrates a main part of a column member and a beam member according to a second embodiment.

【図8】係止部材の構造を示す分解斜視図(a)と、柱
部材と梁部材の組み付け構造を示す斜視図(b)であ
る。
FIG. 8A is an exploded perspective view showing the structure of a locking member, and FIG. 8B is a perspective view showing an assembling structure of a column member and a beam member.

【図9】別の補強部材を図示した斜視図である。FIG. 9 is a perspective view illustrating another reinforcing member.

【図10】柱部材と梁部材の組み付け完了状態を示す斜
視図である。
FIG. 10 is a perspective view showing a completed state of assembling the column members and the beam members.

【図11】第2実施例の柱部材と梁部材の組み付け完了
状態を示す斜視図である。
FIG. 11 is a perspective view showing a completed state of the assembling of the column member and the beam member of the second embodiment.

【図12】別の連結部材を図示した斜視図である。FIG. 12 is a perspective view illustrating another connecting member.

【図13】図12の連結部材の構造を示す断面図であ
る。
FIG. 13 is a cross-sectional view showing a structure of the connecting member of FIG.

【図14】特殊は梁部材の使用例を示す斜視図であるFIG. 14 is a perspective view showing an example of using a special beam member.

【符号の説明】[Explanation of symbols]

1 柱部材 2 梁部材 3 中空パイプ(丸パイプ) 4 連結部材 5 頂部 6 底部 7 側部 8 切欠き溝 12 引掛け片 DESCRIPTION OF SYMBOLS 1 Column member 2 Beam member 3 Hollow pipe (round pipe) 4 Connecting member 5 Top part 6 Bottom part 7 Side part 8 Notch groove 12 Hook piece

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04H 3/24 E04H 3/24 Fターム(参考) 2E125 AA06 AA16 AA32 AA33 AB16 AB17 AC16 AG03 AG04 AG41 BB00 BB01 BB08 BB09 BB13 BB24 BB25 BB29 BB30 BB31 BB36 BC09 BD01 BE03 BE07 BE08 CA05 CA15 CA91 EA01 EA15 EB00 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04H 3/24 E04H 3/24 F term (Reference) 2E125 AA06 AA16 AA32 AA33 AB16 AB17 AC16 AG03 AG04 AG41 BB00 BB01 BB08 BB09 BB13 BB24 BB25 BB29 BB30 BB31 BB36 BC09 BD01 BE03 BE07 BE08 CA05 CA15 CA91 EA01 EA15 EB00

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 中空パイプと、前記中空パイプの外周に
固着された連結部材とで構成された柱部材であって、 前記連連結部材は、外周形状が多角形である頂部及び底
部と、前記多角形の各側面を覆う側部とが一体化されて
構成されており、 前記頂部における多角形の各辺には、頂部から側部に連
続する切欠き溝が形成されていることを特徴とする柱部
材。
1. A column member comprising a hollow pipe and a connecting member fixed to an outer periphery of the hollow pipe, wherein the continuous connecting member has a top portion and a bottom portion having a polygonal outer peripheral shape; A side portion covering each side surface of the polygon is formed integrally, and a cutout groove continuous from the top to the side is formed on each side of the polygon at the top. Column member to do.
【請求項2】 角形パイプの終端面から、逆L字状の引
掛け片が突出して形成され、請求項1に記載の柱部材と
組合せて使用されるようになっている梁部材。
2. A beam member formed by projecting an inverted L-shaped hooking piece from an end surface of a rectangular pipe, and used in combination with the column member according to claim 1.
【請求項3】 前記多角形は、正八角形である請求項1
に記載の柱部材。
3. The polygon according to claim 1, wherein the polygon is a regular octagon.
4. The column member according to claim 1.
JP2000207345A 2000-07-07 2000-07-07 Temporary structure assembly member Expired - Fee Related JP4531937B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000207345A JP4531937B2 (en) 2000-07-07 2000-07-07 Temporary structure assembly member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000207345A JP4531937B2 (en) 2000-07-07 2000-07-07 Temporary structure assembly member

Publications (2)

Publication Number Publication Date
JP2002021183A true JP2002021183A (en) 2002-01-23
JP4531937B2 JP4531937B2 (en) 2010-08-25

Family

ID=18704116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000207345A Expired - Fee Related JP4531937B2 (en) 2000-07-07 2000-07-07 Temporary structure assembly member

Country Status (1)

Country Link
JP (1) JP4531937B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015187363A (en) * 2014-03-27 2015-10-29 積水樹脂株式会社 Connection structure between support pillar and beam material, in structure
CN106812762A (en) * 2015-11-30 2017-06-09 空中客车运营有限公司 Bar connection system, aircraft structural member and connector stud

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104420539A (en) * 2013-08-21 2015-03-18 茅金声 House capable of being mounted, dismounted and built quickly and building method of house
JP6326233B2 (en) * 2014-01-07 2018-05-16 株式会社アマダホールディングス Combination structure and frame structure of angle material end
CN110748011B (en) * 2019-10-31 2020-07-14 北京天邦巨成科技有限公司 Supporting node of crossbeam

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5636834U (en) * 1979-08-30 1981-04-08
JPH0344078U (en) * 1989-09-07 1991-04-24

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5636834U (en) * 1979-08-30 1981-04-08
JPH0344078U (en) * 1989-09-07 1991-04-24

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015187363A (en) * 2014-03-27 2015-10-29 積水樹脂株式会社 Connection structure between support pillar and beam material, in structure
CN106812762A (en) * 2015-11-30 2017-06-09 空中客车运营有限公司 Bar connection system, aircraft structural member and connector stud
JP2017137998A (en) * 2015-11-30 2017-08-10 エアバス オペレーションズ ゲーエムベーハーAirbus Operations GmbH Rod connection system, aircraft structural component and connector stud
CN106812762B (en) * 2015-11-30 2019-05-31 空中客车运营有限公司 Bar connects system, aircraft structural member and connector stud
US10465378B2 (en) 2015-11-30 2019-11-05 Airbus Operations Gmbh Rod connection system, structural aircraft component and connector stud

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