JP2014190027A - Steel built-up column - Google Patents

Steel built-up column Download PDF

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JP2014190027A
JP2014190027A JP2013065947A JP2013065947A JP2014190027A JP 2014190027 A JP2014190027 A JP 2014190027A JP 2013065947 A JP2013065947 A JP 2013065947A JP 2013065947 A JP2013065947 A JP 2013065947A JP 2014190027 A JP2014190027 A JP 2014190027A
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column
steel assembly
tube
bolt
tube column
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Yasuhide Takagi
康秀 高木
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a steel built-up column capable of protecting a connection structure of a connection material included in a steel built-up column body from corrosion and permanently maintaining it without applying tensioning means thereto, by using a support member for supporting an end of the connection material as an exclusive member which is not used as a member for a cover blocking the end of the steel built-up column, and excellent in soundness.SOLUTION: A stand column 3 of the uppermost stage has a small diameter part 3a of which diameter is reduced by concavely narrowing a part of an upper part of the stand column and which is formed on an inside surface of the upper part. An anchor plate 5 to which an upper end of a linear connection material 4 for fall prevention is attached is fittingly fixed to the small diameter part 3a from above, and a lower end part of the linear connection material 4 is attached to a holding member 6 provided in a stand column 1 of the lowermost stage.

Description

この発明は、複数本の管柱を一部が重なり合うように継ぎ足してなり、アンテナ、照明、スピーカー、又は避雷針などを外付け可能な鋼製組立柱(鋼板組立柱とも云う。)の技術分野に属し、さらに云えば、最上段と最下段の管柱を落下防止用の線状連結材(ワイヤ材など)を介して連結し、該最上段の管柱の落下を防止する鋼製組立柱に関する。   The present invention is in the technical field of a steel assembly column (also referred to as a steel plate assembly column) in which a plurality of tube columns are joined so as to partially overlap each other, and an antenna, illumination, speaker, or lightning rod can be externally attached. More specifically, the present invention relates to a steel assembly column that connects the uppermost and lowermost tube columns via a drop-connecting linear connecting material (wire material, etc.) to prevent the uppermost tube column from falling. .

前記鋼製組立柱のうち、最上段と最下段の管柱をワイヤロープ等の線状連結材で連結して最上段の管柱の引抜(落下)を防止する構成の発明は種々開示され、実施されている(例えば、特許文献1〜3参照)。   Among the steel assembly columns, various inventions are disclosed in which the uppermost tube column and the lowermost tube column are connected by a linear connecting member such as a wire rope to prevent the uppermost tube column from being pulled out (dropped). (For example, refer patent documents 1-3).

上記特許文献1には、同文献1の第1図、第2図に示したように、組立柱における下部管柱1の底部に嵌合された底部キャップ2の外側に下部引留金具7が取付けられ、組立柱における上部管柱3の外周に固定された腕金取付金具4に上記引留金具10が取付けられ、前記下部引留金具7と上部引留金具10とが組立柱の外面に沿って延長する(ワイヤロープ等からなる線状の)連結材5を介して連結されてなる組立柱の引抜防止装置が開示されている。   In Patent Document 1, as shown in FIGS. 1 and 2 of the same document 1, a lower retaining metal fitting 7 is attached to the outside of the bottom cap 2 fitted to the bottom of the lower tube column 1 in the assembly column. The retaining metal fitting 10 is attached to the arm metal fitting 4 fixed to the outer periphery of the upper tube pillar 3 in the assembly column, and the lower retaining metal 7 and the upper retention metal fitting 10 extend along the outer surface of the assembly column. An apparatus for preventing pulling out of an assembly column connected via a connecting member 5 (a linear shape made of a wire rope or the like) is disclosed.

上記特許文献2には、同文献2の第1図に示したように、複数のテーパー管1〜4を順次に継ぎ足してなる継合柱と、該継合柱の頂部を覆う頂蓋15と、底端に当接する底蓋11と、前記頂蓋15に嵌着するフックボルト16およびダブルナット17と、前記底蓋11に嵌着するフックボルト12およびナット13と、前記二つのフックボルト16、12を連結するワイヤロープ20とを有し、前記継合柱の中心線においてワイヤロープ20を介して前記二つのフックボルト16、12を締め付けてなる組立式鋼管柱が開示されている。   In Patent Document 2, as shown in FIG. 1 of Patent Document 2, a joining column formed by sequentially adding a plurality of taper tubes 1 to 4 and a top lid 15 covering the top of the joining column; The bottom lid 11 abutting on the bottom end, the hook bolt 16 and the double nut 17 fitted to the top lid 15, the hook bolt 12 and the nut 13 fitted to the bottom lid 11, and the two hook bolts 16 , 12 and a wire rope 20 that connects the two hook bolts 16 and 12 via the wire rope 20 at the center line of the joint column.

上記特許文献3には、同文献3の第1図、第2図に示したように、台柱1におけるテーパー孔2の小径部に引留金具3が係止され、前記台柱1の頂部に嵌合された上部管柱4の頂部には頂部キャップ5が嵌合され、上部管柱4の中心部に沿って延長する連結材6を介して前記引留金具3と頂部キャップ5とが連結されてなる組立柱の引抜防止装置が開示されている。   In Patent Document 3, as shown in FIGS. 1 and 2 of the same document 3, the retaining metal fitting 3 is locked to the small diameter portion of the tapered hole 2 in the pedestal 1 and is fitted to the top of the pedestal 1. A top cap 5 is fitted to the top of the upper tube pillar 4 and the retaining metal fitting 3 and the top cap 5 are connected via a connecting member 6 extending along the center of the upper tube pillar 4. An assembly column pull-out prevention device is disclosed.

実公昭63−29798号公報Japanese Utility Model Publication No. 63-29798 実開昭47−33990号公報Japanese Utility Model Publication No. 47-33990 実公昭63−29797号公報Japanese Utility Model Publication No. 63-29797

上記特許文献1にかかる発明は、上部管柱3と下部管柱1との連結に供される部材(連結部材5、腕金取付金具4、腕金8、上部引留金具10、底部キャップ6、および下部引留金具7)がすべて外部に晒されているため、各部材、特には連結材5の損傷、劣化が生じやすく、安定した連結構造を長期的に維持するのは至難であった。   The invention according to the above-mentioned patent document 1 is a member (connection member 5, arm metal mounting bracket 4, arm bracket 8, upper retaining metal bracket 10, bottom cap 6, and the like provided for connection between the upper tube column 3 and the lower tube column 1. Further, since all of the lower retaining metal fittings 7) are exposed to the outside, each member, particularly the connecting material 5, is likely to be damaged or deteriorated, and it has been difficult to maintain a stable connecting structure in the long term.

上記特許文献2にかかる発明は、最上段のテーパー管4と最下段のテーパー管1との連結に供される部材のうち、もっとも損傷、劣化が懸念された連結材(ワイヤロープ20)を内包(内蔵)する構成としたので、一応の改善を認めることができる。
しかし、前記ワイヤロープ20の上下端を支持するフックボルト16、12は、頂蓋15、底蓋11を貫通する構成で実施しているが故に、各蓋15、11の中央に設けたボルト通し孔から雨水等が浸入して、フックボルト16、12、およびワイヤロープ20が腐食し、耐久性が著しく低下する問題があった。また、頂蓋15の中央にフックボルト16、およびナット17が突き出る構成なので、該頂蓋15の上面にアンテナ等の別部材を据え付けることが至難で、実施バリエーションが制限される問題もあった。
The invention according to Patent Document 2 includes a connecting material (wire rope 20) that is most likely to be damaged or deteriorated among members used for connecting the uppermost tapered tube 4 and the lowermost tapered tube 1. Since it has a (built-in) configuration, it can be recognized that improvements can be made.
However, since the hook bolts 16 and 12 that support the upper and lower ends of the wire rope 20 are configured to pass through the top lid 15 and the bottom lid 11, bolt bolts provided at the centers of the lids 15 and 11 are used. There was a problem that rainwater or the like entered from the hole, and the hook bolts 16 and 12 and the wire rope 20 were corroded, and the durability was remarkably lowered. Further, since the hook bolt 16 and the nut 17 protrude from the center of the top cover 15, it is very difficult to install another member such as an antenna on the top surface of the top cover 15, and there is a problem that implementation variations are limited.

上記特許文献3にかかる発明は、上記特許文献2と比し、連結材の下端を定着させる構成に工夫を施しているものの、連結材の上端を定着させる構成は上記特許文献2と同様なので、上記特許文献2と同様の問題があった。   Although the invention according to Patent Document 3 is devised in the configuration for fixing the lower end of the connecting material as compared with Patent Document 2, the configuration for fixing the upper end of the connecting material is the same as in Patent Document 2, There was a problem similar to the above-mentioned Patent Document 2.

また、上記特許文献1〜3にかかる発明は、共通して、連結材(ワイヤロープ)を緊張させて実施する技術であるが故に、緊張させる作業に手間がかかる上に連結材の損傷、劣化が生じ易いという問題もあった。
上述した各問題は、連結材の端部を支持する支持用の部材と、鋼製組立柱の端部を閉塞する蓋用の部材とを、一部材で兼用させたことに起因すると考えられる。
In addition, the inventions according to Patent Documents 1 to 3 are commonly performed by tensing the connecting material (wire rope), so that it takes time and effort to damage and deteriorate the linking material. There was also a problem that it was easy to occur.
Each of the problems described above is considered to result from the fact that the supporting member that supports the end portion of the connecting member and the lid member that closes the end portion of the steel assembly column are combined into one member.

本発明は、上述した背景技術の問題に鑑みて案出されたものであり、その目的とするところは、連結材の端部を支持する支持用の部材を、鋼製組立柱の端部を閉塞する蓋用の部材と兼用させない専用部材とすることにより、鋼製組立柱本体に内包する連結材の連結構造を、緊張手段を施すことなく、腐食から保護して恒久的に維持することができる、健全性に優れた鋼製組立柱を提供することにある。   The present invention has been devised in view of the above-mentioned problems of the background art, and the object of the present invention is to provide a support member for supporting the end of the connecting material, and to connect the end of the steel assembly column. By using a dedicated member that does not serve as a closing lid member, the connection structure of the connecting material contained in the steel assembly pillar body can be permanently protected from corrosion without applying tension means. An object of the present invention is to provide a steel assembly column with excellent soundness.

上記背景技術の課題を解決するための手段として、請求項1に記載した発明に係る鋼製組立柱は、複数本の管柱を一部が重なり合うように継ぎ足してなる鋼製組立柱において、
最上段の管柱は、その上部の一部を凹状に絞って小径化した小径部が内側面に形成されており、該小径部に、落下防止用の線状連結材の上端部が取り付けられた定着板が上方から嵌め留められ、前記線状連結材の下端部が、最下段の管柱内に設けた保持部材に取り付けられていることを特徴とする。
As a means for solving the problems of the background art, a steel assembly column according to the invention described in claim 1 is a steel assembly column obtained by adding a plurality of tube columns so that a part of them overlap each other.
The uppermost tube column has a small diameter portion formed by constricting a part of its upper portion in a concave shape to reduce the diameter, and an upper end portion of a linear connecting material for preventing fall is attached to the small diameter portion. The fixing plate is fitted and fixed from above, and the lower end portion of the linear connecting member is attached to a holding member provided in the lowermost tube column.

請求項2に記載した発明は、請求項1に記載した発明に係る鋼製組立柱において、前記定着板には、Uボルトが垂設され、該Uボルトに前記線状連結材の上端部が取り付けられていることを特徴とする。   According to a second aspect of the present invention, in the steel assembly column according to the first aspect of the present invention, a U bolt is suspended from the fixing plate, and an upper end portion of the linear connecting member is provided on the U bolt. It is attached.

請求項3に記載した発明は、請求項1又は2に記載した発明に係る鋼製組立柱において、前記最上段の管柱の天端部外周には、フランジが設けられていることを特徴とする。   According to a third aspect of the present invention, in the steel assembly column according to the first or second aspect of the present invention, a flange is provided on the outer periphery of the top end portion of the uppermost tube column. To do.

請求項4に記載した発明は、請求項1〜3のいずれか一に記載した発明に係る鋼製組立柱において、前記最上段の管柱の頂部には、蓋材が設けられていることを特徴とする。   According to a fourth aspect of the present invention, in the steel assembly column according to any one of the first to third aspects, the top of the uppermost tube column is provided with a lid. Features.

請求項5に記載した発明は、請求項1〜4のいずれか一に記載した発明に係る鋼製組立柱において、前記保持部材は、最下段の管柱の径方向へ貫通して設けたボルトであることを特徴とする。   According to a fifth aspect of the present invention, in the steel assembly column according to any one of the first to fourth aspects, the holding member is a bolt provided penetrating in the radial direction of the lowermost tube column. It is characterized by being.

本発明に係る鋼製組立柱によれば、以下の効果を奏する。
1)線状連結材の上端部に設けられた定着板は、鋼製組立柱の蓋材の役割を果たすものではなく、最上段の管柱の落下を防止するために鋼製組立柱本体の最上段の管柱の内部の小径部に嵌め留められて実施される。よって、特に緊張手段を施す必要もないので、取付作業をスムーズに容易に行うことができる。
2)前記線状連結材は、最上段の管柱と最下段の管柱を緩んだ(弛ませた)状態で連結すれば足りるので、連結作業も簡単で、また、前記線状連結材の損傷、劣化を極力防止できる。
3)前記蓋材は、前記背景技術のように線状連結材を緊張させて取り付ける必要がなく、単に最上段の管柱の頂部に取り付けるだけで済む。よって、前記管柱の天端部外周にフランジを設けて取り付けるなど、雨水等の浸入を確実に防止できる取付手段が採用できる。また、バリエーションに富む蓋材を採用することができる。
4)要するに、線状連結材の端部を支持する支持用の部材を、鋼製組立柱の端部を閉塞する蓋用の部材と兼用させない専用部材とすることにより、鋼製組立柱本体に内包する線状連結材の連結構造を、緊張手段を施すことなく、腐食から保護して恒久的に維持することができる。
The steel assembly pillar according to the present invention has the following effects.
1) The fixing plate provided at the upper end of the linear connecting member does not serve as a cover for the steel assembly column, and the steel assembly column main body is used to prevent the uppermost tube column from falling. It is carried out by being fitted into a small diameter part inside the uppermost tube column. Therefore, since it is not necessary to apply a tension means in particular, the attaching operation can be performed smoothly and easily.
2) Since the above-mentioned linear connecting material only needs to be connected in a loosened (loosened) state between the uppermost tube column and the lowermost tube column, the connecting operation is simple, and the linear connecting material Damage and deterioration can be prevented as much as possible.
3) The lid member does not need to be attached by tensioning the linear connecting member as in the background art, and is simply attached to the top of the uppermost tube column. Therefore, it is possible to employ attachment means that can reliably prevent the intrusion of rainwater or the like, such as providing a flange on the outer periphery of the top end portion of the tube pillar. Moreover, a lid material rich in variations can be employed.
4) In short, by making the supporting member that supports the end of the linear connecting material a dedicated member that does not serve as a lid member that closes the end of the steel assembly column, The connecting structure of the linear connecting material to be included can be permanently protected from corrosion without applying tension means.

本発明に係る鋼製組立柱の実施例を示した立面図である。It is the elevation which showed the Example of the steel assembly pillars concerning this invention. Aは、前記鋼製組立柱を構成する最下段の管柱を示した正面図であり、Bは、同側面図であり、Cは、同平面図であり、Dは、同底面図である。A is a front view showing a lowermost tube column constituting the steel assembly column, B is a side view thereof, C is a plan view thereof, and D is a bottom view thereof. . Aは、前記鋼製組立柱を構成する中段の管柱を示した正面図であり、Bは、同側面図であり、Cは、同平面図であり、Dは、同底面図である。A is a front view showing a middle tube column constituting the steel assembly column, B is a side view thereof, C is a plan view thereof, and D is a bottom view thereof. Aは、前記鋼製組立柱を構成する最上段の管柱を示した正面図であり、Bは、同側面図であり、Cは、同平面図であり、Dは、同底面図である。A is the front view which showed the uppermost stage tube pillar which comprises the said steel assembly pillar, B is the same side view, C is the same top view, D is the same bottom view. . 前記鋼製組立柱の内部に設けられる線状の連結材等を示した正面図である。It is the front view which showed the linear connection material etc. which are provided in the inside of the said steel assembly pillar. Aは、図1にかかる鋼製組立柱に用いた定着板を示した平面図であり、B、Cは、それぞれ定着板のバリエーションを示した平面図である。1A is a plan view showing a fixing plate used in the steel assembly column according to FIG. 1, and B and C are plan views showing variations of the fixing plate, respectively. FIG. 図1にかかる鋼製組立柱に用いた蓋材を示した平面図である。It is the top view which showed the cover material used for the steel assembly pillar concerning FIG. Aは、蓋材のバリエーションを示した正面図であり、Bは、同平面図である。A is the front view which showed the variation of the lid | cover material, B is the same top view. Aは、蓋材のバリエーションを示した正面図であり、Bは、同平面図である。A is the front view which showed the variation of the lid | cover material, B is the same top view. Aは、バリエーションを示した正面図であり、Bは、同平面図である。A is a front view showing a variation, and B is a plan view of the same. Aは、線状連結材のバリエーションを示した正面図であり、Bは、同平面図である。A is the front view which showed the variation of the linear connection material, B is the same top view. A〜Cは、図11にかかる線状連結材を鋼製組立柱(最上段の管柱)の小径部に嵌め留める工程を段階的に示した作業工程図である。FIGS. 11A to 11C are work process diagrams showing step by step a process of fitting the linear connecting member according to FIG. 11 to the small diameter portion of the steel assembly column (uppermost column). Aは、鋼製組立柱の最下段の管柱を取り付けるフレーム材を示した正面図であり、Bは、同側面図であり、Cは、同平面図である。A is the front view which showed the frame material which attaches the lowermost tube pillar of a steel assembly pillar, B is the side view, C is the top view. Aは、鋼製組立柱の最下段の管柱を前記フレーム材に取り付けた段階を示した正面図であり、Bは、同側面図であり、Cは、同平面図である。A is the front view which showed the step which attached the lowermost tube pillar of the steel assembly pillars to the said frame material, B is the side view, C is the top view. A、Bは、前記フレーム材に取り付けた最下段の管柱に中段の管柱を継ぎ足す工程を段階的に示した作業工程図である。A and B are work process diagrams showing a step-by-step process of adding a middle tube column to the lowest tube column attached to the frame material. A、Bは、図15にかかる中段の管柱に最上段の管柱を継ぎ足して鋼製組立柱本体を構築する工程を段階的に示した作業工程図である。A and B are operation | work process diagrams which showed the process of constructing a steel assembly pillar main body by adding the uppermost stage pipe pillar to the middle stage pipe pillar concerning FIG. A、Bは、図16にかかる鋼製組立柱本体の内部に、図5にかかる線状連結材等を取り付ける工程を段階的に示した作業工程図である。A and B are operation | work process diagrams which showed the process of attaching the linear connection material etc. which concern on FIG. 5 inside the steel assembly pillar main body concerning FIG. 図17にかかる線状連結材を取り付けた後、図10にかかる蓋材を据え付けた工程を示した作業工程図である。FIG. 18 is an operation process diagram illustrating a process of installing the lid member according to FIG. 10 after the linear connecting member according to FIG. 17 is attached.

次に、本発明に係る鋼製組立柱の実施例を図面に基づいて説明する。   Next, an embodiment of a steel assembly column according to the present invention will be described with reference to the drawings.

図1は、本発明に係る鋼製組立柱10の全体を示している。この鋼製組立柱10は、複数本(本実施例では3本)の管柱1、2、3を一部が重なり合うように継ぎ足してなり、最上段の管柱3は、その上部の一部を凹状に絞って小径化した小径部3aが内側面に形成されており、該小径部3aに、落下防止用の線状連結材4の上端部4aが取り付けられた定着板5が上方から嵌め留められ、前記線状連結材4の下端部4bが、最下段の管柱1内に設けた保持部材(ボルト)6に取り付けられてなる。   FIG. 1 shows an entire steel assembly column 10 according to the present invention. The steel assembly column 10 is formed by adding a plurality of (three in this embodiment) tube columns 1, 2, and 3 so that they partially overlap each other, and the uppermost column 3 is a part of the upper portion thereof. A small-diameter portion 3a is formed on the inner surface by reducing the diameter to a concave shape, and a fixing plate 5 to which the upper end portion 4a of the linear connecting member 4 for preventing the fall is fitted is fitted into the small-diameter portion 3a from above. The lower end portion 4 b of the linear connecting member 4 is attached to a holding member (bolt) 6 provided in the lowermost tube column 1.

前記鋼製組立柱10を構成する3本の管柱1、2、3は、図2〜図4にも示したように、安定した状態で、その一部が重なり合うように上方へ順次継ぎ足して鋼製組立柱10の本体を構築するのに好適な形態で実施される。すなわち、前記管柱1、2、3のうち、最下段の管柱1の下端部外径(本実施例では190.7mm)を最も大きい寸法とし、最下段の管柱1の上端部外径(同174mm)は、中段の管柱2の下端部内径(同179mm)よりも若干小さい寸法とし、中段の管柱2の上端部外径(同125mm)は、最上段の管柱3の下端部内径(同129mm)よりも若干小さい寸法として実施している。高さはそれぞれ2m程度で実施されている。ちなみに、管柱1と管柱2との重ね代は、管柱2の下端部内径の1.5倍程度、管柱2と管柱3との重ね代は、管柱3の下端部内径の1.5倍程度が標準的な設計とされている。
前記管柱1、2、3は、ともに厚さ4.5mm程度の鋼板を所定の寸法・形状に剪断し、成形機により円形等に曲げ、接合部を溶接して製造されている。高さ図示例にかかる管柱1、2、3は、中間部にテーパー部を設け、その上部に小径部、その下部に大径部を設けた構成で実施しているが、勿論これに限定されず、管柱1、2、3の軸方向全体にわたりテーパー状に成形して実施できる等、適宜設計変更可能である。また、前記管柱1、2、3の外周に所定の間隔で足場ボルト取り付け金物を溶接接合して実施することもできる(図15〜図17の符号21参照)。
As shown in FIGS. 2 to 4, the three pipe columns 1, 2, and 3 constituting the steel assembly column 10 are sequentially added upward so that a part thereof overlaps as shown in FIGS. 2 to 4. It is implemented in a form suitable for constructing the main body of the steel assembly column 10. That is, of the pipe columns 1, 2, and 3, the outer diameter of the lower end portion of the lowermost tube column 1 (190.7 mm in this embodiment) is the largest dimension, and the outer diameter of the upper end portion of the lowermost tube column 1 ( 174mm) is slightly smaller than the inner diameter of the lower end (179mm) of the middle tube column 2, and the outer diameter (125mm) of the upper tube column 2 is the lower end of the uppermost tube column 3. The dimensions are slightly smaller than the inner diameter (129mm). Each height is about 2m. Incidentally, the overlap of the tube column 1 and the tube column 2 is about 1.5 times the inner diameter of the lower end of the tube column 2, and the overlap of the tube column 2 and the tube column 3 is the inner diameter of the lower end of the tube column 3. About 1.5 times is the standard design.
The tube columns 1, 2, and 3 are both manufactured by shearing a steel plate having a thickness of about 4.5 mm into a predetermined size and shape, bending the steel plate into a circular shape by a molding machine, and welding the joint. The tube pillars 1, 2, and 3 according to the height example are implemented with a configuration in which a taper portion is provided in the middle portion, a small diameter portion is provided in the upper portion thereof, and a large diameter portion is provided in the lower portion thereof. However, it is possible to change the design as appropriate, for example, by forming the tube pillars 1, 2, and 3 in a tapered shape over the entire axial direction. Moreover, it can also carry out by welding and joining a scaffolding bolt attachment metal | metal fitting to the outer periphery of the said pipe pillars 1, 2, and 3 with a predetermined space | interval (refer the code | symbol 21 of FIGS. 15-17).

ちなみに、最下段の管柱1にかかる図2Bの符号1aは、前記保持部材6を径方向へ貫通させるための貫通孔を示し、符号1bは、必要に応じてワイヤ等で吊り支持するための貫通孔を示し、符号1cは、継ぎ足し作業の効率性を高めるためのマーキングを示している。
中段の管柱2にかかる図3Bの符号2aは、必要に応じてワイヤ等で吊り支持するための貫通孔を示し、符号2b、2cは、継ぎ足し作業の効率性を高めるためのマーキングを示している。
最上段の管柱3にかかる図4Bの符号3bは、同じく、継ぎ足し作業の効率性を高めるためのマーキングを示している。
Incidentally, reference numeral 1a in FIG. 2B relating to the lowermost tube column 1 indicates a through hole for allowing the holding member 6 to pass through in the radial direction, and reference numeral 1b is used for hanging and supporting with a wire or the like as necessary. A through hole is shown, and reference numeral 1c denotes a marking for increasing the efficiency of the adding work.
Reference numeral 2a in FIG. 3B relating to the middle tube column 2 indicates a through hole for hanging and supporting with a wire or the like as necessary, and reference numerals 2b and 2c indicate markings for improving the efficiency of the addition work. Yes.
Reference numeral 3b in FIG. 4B relating to the uppermost tube column 3 similarly indicates a marking for increasing the efficiency of the addition work.

本発明は、前記管柱1、2、3のうち、最上段の管柱3について、その上部の一部をプレス加工等により凹状に絞って小径化した小径部3aを内側面に形成していることを大きな特徴としている。
前記管柱3の小径部3aを上部(図示例では、天端から10cm程度下方)に設ける意義は、該小径部3aへ上方から定着板5を嵌め留める作業の確実性、管柱3の外周にバンド等の取付部材(取付金物)を設けてアンテナ等の周辺部材を設置する場合の該取付部材との回避、そのほか、線状連結材4を下方から上方へ引き上げつつ管柱2、3を継ぎ足して構築する場合の該線状連結材4の適正な寸法、等を考慮したことによる。
In the present invention, among the tube columns 1, 2, and 3, the uppermost tube column 3 is formed with a small-diameter portion 3a on the inner side surface by reducing a part of the upper portion of the tube column 3 into a concave shape by pressing or the like. Is a major feature.
The significance of providing the small-diameter portion 3a of the pipe column 3 in the upper portion (in the illustrated example, about 10 cm below the top end) is the reliability of the work of fixing the fixing plate 5 to the small-diameter portion 3a from above, the outer periphery of the tube column 3 When mounting peripheral members such as antennas by providing mounting members (mounting hardware) such as bands, avoiding the mounting members, and in addition, pulling up the pipe columns 2 and 3 while pulling the linear connecting member 4 upward from below This is because the appropriate dimensions and the like of the linear connecting material 4 in the case of constructing by connecting are taken into consideration.

また、本実施例にかかる管柱3は、その頂部に設ける蓋材9の取付作業を容易ならしめるべく、天端部(上端部)外周に、ボルト孔7aを複数個(図示例では4つ)備えた環状のフランジ7が溶接等の接合手段で設けられている。   Further, the tube pillar 3 according to the present embodiment has a plurality of bolt holes 7a (four in the illustrated example) on the outer periphery of the top end (upper end) in order to facilitate the attaching operation of the lid member 9 provided on the top. The provided annular flange 7 is provided by a joining means such as welding.

なお、本実施例では3本の管柱1、2、3で鋼製組立柱10の本体を構築しているが、本数はこれに限定されず、2本でも4本以上でも同様に実施できる。このようなケースでも、最上段の管柱の上部に前記小径部3aを形成し、最下段の管柱に前記保持部材6を通す貫通孔を設けて実施する。   In this embodiment, the main body of the steel assembly column 10 is constructed with three tube columns 1, 2, and 3. However, the number is not limited to this, and two or four or more columns can be similarly implemented. . Even in such a case, the small diameter portion 3a is formed in the upper part of the uppermost tube column, and a through hole through which the holding member 6 is passed is provided in the lowermost tube column.

次に、上記構成の管柱1、2、3を継ぎ足してなる鋼製組立柱10本体の内部に設ける落下防止用の線状連結材4等について説明する。
前記線状連結材4は、本実施例では亜鉛メッキワイヤが用いられ、その上下端部は、図5に示したように、楕円状のアルミ管4cにロープの端部を入れてアイ(輪)をつくり、プレス機で圧縮して締結した構成で実施している。上端部4aのアイはUボルト8に掛け留める役割を果たし、下端部4bのアイは保持部材6を通す役割を果たす。なお、前記アルミ管4cの代わりにボルトクリップを用いてアイを形成する手法等もある。
前記上端部4aのアイを掛け留め支持するUボルト8は、その上端部(両腕部)にナットを利用して丸形の定着板5(図6Aも参照)を装着している。かくして、前記定着板5の下部にUボルト8が垂設され、該Uボルト8に線状連結材4の上端部4aが取り付けられた構成となる。図示例にかかる定着板5は、ボルト通し孔5aが4個穿設され、そのうちの2つはUボルトの固定に利用され、残りの2つは水抜き孔(主に取付作業中の雨水対策)に利用される。
Next, a description will be given of the fall-preventing linear connecting member 4 provided in the main body of the steel assembly column 10 formed by adding the tube columns 1, 2, and 3 having the above-described configuration.
In the present embodiment, the linear connecting member 4 is made of galvanized wire, and the upper and lower end portions thereof are formed by inserting an end portion of a rope into an elliptical aluminum tube 4c as shown in FIG. ), And compressed and fastened by a press machine. The eye of the upper end portion 4 a plays a role of hanging on the U bolt 8, and the eye of the lower end portion 4 b plays a role of passing the holding member 6. There is also a method of forming an eye using a bolt clip instead of the aluminum tube 4c.
A round fixing plate 5 (see also FIG. 6A) is mounted on the upper end portion (both arm portions) of the U bolt 8 that holds and supports the eye of the upper end portion 4a. Thus, the U bolt 8 is suspended from the lower portion of the fixing plate 5, and the upper end 4 a of the linear connecting member 4 is attached to the U bolt 8. The fixing plate 5 according to the illustrated example has four bolt through holes 5a, two of which are used for fixing U bolts, and the other two are drain holes (mainly measures against rainwater during installation work). ).

ちなみに、本実施例にかかる線状連結材4の全長は、前記鋼製組立柱10の全長とほぼ同等か若干長い寸法で実施されているが、これに限定されず、20〜30cm程度長くても構わない。要するに、最上段の管柱3が抜けるような外的負荷が生じた場合に該管柱3が地上へ落下するのを防止できる寸法であればよい。   Incidentally, the total length of the linear connecting member 4 according to the present embodiment is approximately the same as or slightly longer than the total length of the steel assembly column 10, but is not limited thereto, and is about 20 to 30 cm long. It doesn't matter. In short, it is only necessary to have dimensions that can prevent the pipe column 3 from falling to the ground when an external load is generated such that the uppermost column 3 is removed.

なお、前記線状連結材4は、亜鉛メッキワイヤのほか、各種ワイヤ材、ロープ材、又はケーブル材でも同様に実施できる。
また、前記Uボルト8に装着する定着板5は、丸形に限定されず、図6Bに示す小判形(長円形)の定着板15、図6Cに示す切欠円形の定着板25でも同様に実施できる。この場合、各ボルト通し孔15a、25aはUボルト8の固定に利用され、円形(管柱3の上部断面形状に相当)から切り欠いた部分が水抜きに利用される。
In addition, the said linear connection material 4 can be similarly implemented with various wire materials, a rope material, or a cable material besides a galvanized wire.
The fixing plate 5 to be mounted on the U-bolt 8 is not limited to a round shape, but is similarly applied to an oval (oval) fixing plate 15 shown in FIG. 6B and a notched circular fixing plate 25 shown in FIG. 6C. it can. In this case, the bolt through holes 15a and 25a are used for fixing the U-bolt 8, and a portion cut out from a circular shape (corresponding to the upper cross-sectional shape of the tube column 3) is used for draining water.

次に、前記鋼製組立柱10(管柱3)の頂部に設けられる蓋材9について説明する。
本実施例にかかる蓋材9は、外形が前記フランジ7の外形と同形で、さらに該フランジ7に設けたフランジ孔7aと一致する位置にボルト通し孔9aが設けられた丸形の平板プレートで実施されている(図1、図7参照)。このような構成の蓋材9を管柱3の上端開口部を覆うように載せ、一致させた前記フランジ孔7aとボルト通し孔9aにボルトを通してナットで締結することにより、前記蓋材9を管柱3(鋼製組立柱10本体)の頂部に設置する。この場合、アンテナ、照明、スピーカー、又は避雷針などの外付部材は、管柱3の軸部に装着したバンド等の取付部材を利用して取り付ける。
Next, the lid member 9 provided on the top of the steel assembly column 10 (tube column 3) will be described.
The lid 9 according to the present embodiment is a round flat plate having an outer shape that is the same as the outer shape of the flange 7 and a bolt through hole 9a provided at a position that coincides with the flange hole 7a provided in the flange 7. It has been implemented (see FIGS. 1 and 7). The lid member 9 having such a configuration is placed so as to cover the upper end opening of the tube column 3, and the lid member 9 is connected to the flange hole 7a and the bolt through hole 9a with bolts and fastened with nuts. Installed on top of column 3 (steel assembly column 10 main body). In this case, an external member such as an antenna, an illumination, a speaker, or a lightning rod is attached using an attachment member such as a band attached to the shaft portion of the tube pillar 3.

前記蓋材9のバリエーションは種々考えられる。その一例として、例えば図8は、拡張部を備えた丸形平板プレートの当該拡張部にアンテナ据付用のパイプ11aを立設した蓋材11を示している。図9は、上面中央部に避雷針12aを立設した丸形の蓋材12を示している。図10は、いわば図8と図9の合の子(ミックス)形の蓋材13を示している。図10中の符号13aは避雷針、符号13bはアンテナ据付用のパイプを示している。
これらのバリエーションにかかる蓋材11、12、13は、前記蓋材9と同様に、前記フランジ7のフランジ孔7aと一致するボルト通し孔11b、12b、13cをそれぞれ備えているので、前記蓋材9と同様の手法で、前記管柱3のフランジ7の上面に据え付けることができる。また、図示は省略するが、前記蓋材9の上面に更に前記蓋材11、12、13を重ねて据え付けることも勿論できる。
Various variations of the lid member 9 are conceivable. As an example, for example, FIG. 8 shows a lid member 11 in which a pipe 11a for antenna installation is erected on the extended portion of a round flat plate having an extended portion. FIG. 9 shows a round lid member 12 in which a lightning rod 12a is erected at the center of the upper surface. FIG. 10 shows a so-called lid (mix) -shaped lid member 13 of FIGS. 8 and 9. In FIG. 10, reference numeral 13a indicates a lightning rod, and reference numeral 13b indicates a pipe for antenna installation.
Since the lid materials 11, 12, and 13 according to these variations are provided with bolt through holes 11 b, 12 b, and 13 c that coincide with the flange holes 7 a of the flange 7, as in the lid material 9, the lid material 9 can be installed on the upper surface of the flange 7 of the pipe column 3 in the same manner. Further, although not shown, it is of course possible to further install the lid materials 11, 12, 13 on the upper surface of the lid material 9.

なお、前記線状連結材4と定着板5との接合構造は、図5(前記段落[0026]参照)に限定されない。例えば、図11に示すように、上端部にねじ切りボルトが装着されたワイヤ4’と中央部にボルト通し孔を設けた定着板5’とを用い、前記ワイヤ4’のねじ切りボルトに、ナット等を利用して前記定着板5’を装着してなる接合構造でも同様に実施できる。すなわち、当該接合構造は、図12A〜Cに段階的に示すように、前記ワイヤ4’を垂設した定着板5’を前記管柱3の小径部3aに嵌め留めた後、前記蓋材9(11、12、13)を該管柱3の上端開口部を覆うように載せ、一致させた前記フランジ孔7aとボルト通し孔9a(11b、12b、13c)にボルトを通してナットで締結することにより、前記蓋材9(11、12、13)を管柱3、ひいては鋼製組立柱10本体の頂部に設置することができる。ちなみに、図中の符号14は座金を示し、符号5a’は水抜き孔を示している。   The joining structure between the linear connecting member 4 and the fixing plate 5 is not limited to FIG. 5 (see paragraph [0026] above). For example, as shown in FIG. 11, a wire 4 ′ having a threaded bolt attached to the upper end and a fixing plate 5 ′ provided with a bolt through hole in the center are used. The same can be applied to a joining structure in which the fixing plate 5 ′ is mounted using the above-mentioned. That is, as shown in FIGS. 12A to 12C in a stepwise manner, the joining structure is formed by fixing the fixing plate 5 ′ with the wire 4 ′ suspended thereon to the small diameter portion 3 a of the tube column 3, and then the lid material 9. (11, 12, 13) is placed so as to cover the upper end opening of the tube pillar 3, and the flange hole 7a and the bolt through hole 9a (11b, 12b, 13c) which are matched are tightened with nuts through bolts. The lid member 9 (11, 12, 13) can be installed on the top of the tube column 3 and eventually the steel assembly column 10 main body. Incidentally, reference numeral 14 in the figure denotes a washer, and reference numeral 5a 'denotes a drain hole.

上述した構成の鋼製組立柱10は、建物屋上又は地上に構築して実施される。建物屋上に構築する場合は、屋上のパラペット、既設の建屋や貯水棟の壁面、或いは看板取付用等の既設のフレーム材を利用して最下段の管柱1を設置した後に継ぎ足し作業を行って構築する。地上に構築する場合は、通常、最下段の管柱1の下部を地中に埋め込んだ後に継ぎ足し作業を行って構築する。屋上のパラペット、既設の建屋や貯水棟の壁面を利用する場合は、取付バンド(図14の符号20参照)、ケミカルアンカー等を用いて最下段の管柱1を設置(固定)した後に継ぎ足し作業を行って構築する。看板取付用等の既設のフレーム材を利用する場合は後述する。通常、建物屋上での継ぎ足し作業は、既設の建屋や貯水棟を利用したり枠組足場を設けたりして滑車等を利用して行い、地上での継ぎ足し作業はクレーン等の重機を利用して行う。   The steel assembly pillar 10 having the above-described configuration is implemented by being constructed on the building rooftop or on the ground. When building on the building roof, install the bottom column 1 using the existing frame material for rooftop parapets, the walls of existing buildings and water storage buildings, or signboards. To construct. When constructing on the ground, the construction is usually performed by adding the work after embedding the lower part of the lowermost column 1 in the ground. When using the rooftop parapet, the wall of an existing building or water storage building, install (fix) the lowermost column 1 using a mounting band (see symbol 20 in FIG. 14), chemical anchors, etc. To build. A case where an existing frame material for signboard attachment or the like is used will be described later. Usually, the addition work on the building roof is performed using a pulley or the like by using an existing building or water storage building or a frame scaffolding, and the addition work on the ground is performed using a heavy machine such as a crane. .

図13〜図18は、建物屋上の既設のフレーム材(H形鋼)16を利用して鋼製組立柱10を構築する実施例を示している。
先ず、図13に示すように、外形が前記フレーム材16の縦寸より長い同形同大で、四隅部に共通するボルト通し孔を有する平板プレート17と柱受け用プレート18とを用意し、これらで前記フレーム材16をサンドイッチ状に挟み、前記共通するボルト通し孔に長尺のボルト19を通してナット(又はダブルナット)で締結することにより当該プレート17、18を前記フレーム材16に位置決め固定する。図中の符号18aは柱受け部、符号18bは柱支持部(アングル材)を示している。
FIGS. 13-18 has shown the Example which builds the steel assembly pillar 10 using the existing frame material (H-section steel) 16 on a building roof.
First, as shown in FIG. 13, a plate plate 17 and a column receiving plate 18 having an outer shape that is longer than the vertical dimension of the frame member 16 and having bolt through holes common to the four corners are prepared. The frame material 16 is sandwiched between them, and the plates 17 and 18 are positioned and fixed to the frame material 16 by fastening a long bolt 19 to the common bolt through hole with a nut (or a double nut). . In the figure, reference numeral 18a denotes a column receiving portion, and reference numeral 18b denotes a column supporting portion (angle material).

次に、図14に示すように、前記フレーム材16へ位置決め固定した柱受け用プレート18へ最下段の管柱1をあずけ、両腕部に定着部20aを備えたU字形の取付バンド20を前記長尺のボルト19を利用(脱着)して取り付けることにより、当該管柱1を柱受けプレート18を介して前記フレーム材16へ設置する。かくして、管柱1は、柱受けプレート18の柱支持部18bの支持効果により、屋上面から数十cm程度浮き上がった状態でフレーム材16へ設置される。なお、本実施例では、前記取付バンド20のうち下方の取付バンド20を、その切欠き溝部の基端部が管柱1のボルト通し孔1aと一致するように位置決め固定して実施している。
続いて、前記一致させた前記切欠き溝部の基端部とボルト通し孔1aへ保持部材(ボルト)6を通し、ナットを緩めて留めて仮留め状態にしておく。
Next, as shown in FIG. 14, the lowermost tube column 1 is placed on a column receiving plate 18 positioned and fixed to the frame member 16, and a U-shaped attachment band 20 having fixing portions 20a on both arms is provided. The tube pillar 1 is installed on the frame material 16 via the pillar receiving plate 18 by attaching (attaching / detaching) the long bolt 19. Thus, the pipe column 1 is installed on the frame material 16 in a state of being raised about several tens of centimeters from the roof surface due to the support effect of the column support portion 18 b of the column receiving plate 18. In this embodiment, the lower mounting band 20 of the mounting bands 20 is positioned and fixed so that the base end portion of the notch groove portion coincides with the bolt through hole 1 a of the tube column 1. .
Subsequently, the holding member (bolt) 6 is passed through the base end portion of the notched groove portion and the bolt through hole 1a, and the nut is loosened and fastened to be in a temporarily fastened state.

次に、図15に示すように、中段の管柱2を滑車等を利用してワイヤ22で吊り支持し、前記フレーム材16へ固定した最下段の管柱1と芯合わせを行った後、中段の管柱2を下ろして継ぎ足し作業を行う。前記継ぎ足し作業は、最下段の管柱1のマーキング1cと中段の管柱2のマーキング2cとを一致させ、所定の重ね代寸法を目安に中段の管柱2を引き込む(押し込む)作業を行う。該中段の管柱2の引き込み作業は、最下段の管柱1との結合強度を高めるべく、必要に応じてナイロンスリングとチェーンブロックを前記管柱1、2に装着して実施することもできる(図示省略)。   Next, as shown in FIG. 15, the middle tube column 2 is suspended and supported by the wire 22 using a pulley or the like, and aligned with the lowermost tube column 1 fixed to the frame material 16. The middle column 2 is lowered and added. In the addition work, the marking 1c of the lowermost tube column 1 and the marking 2c of the middle tube column 2 are made to coincide with each other, and the middle tube column 2 is pulled (pushed in) with a predetermined overlap margin as a guideline. The pull-in operation of the middle tube column 2 can be carried out by attaching a nylon sling and a chain block to the tube columns 1 and 2 as necessary in order to increase the coupling strength with the lowermost tube column 1. (Not shown).

次に、図16に示すように、最上段の管柱3を滑車等を利用してワイヤ22で吊り支持し、前記最下段の管柱1に継ぎ足した中段の管柱2と芯合わせを行った後、最上段の管柱3を下ろして継ぎ足し作業を行い、鋼製組立柱10の本体を構築する。前記継ぎ足し作業は、中段の管柱2のマーキング2bと最上段の管柱3のマーキング3bとを一致させ、所定の重ね代寸法を目安に最上段の管柱3を引き込む(押し込む)作業を行う。該最上段の管柱3の引き込み作業は、中段の管柱2との結合強度を高めるべく、必要に応じてナイロンスリングとチェーンブロックを前記管柱2、3に装着して実施することもできる(図示省略)。   Next, as shown in FIG. 16, the uppermost tube column 3 is suspended and supported by a wire 22 using a pulley or the like, and is aligned with the middle tube column 2 joined to the lowermost tube column 1. After that, the uppermost tube column 3 is lowered to perform addition work, and the main body of the steel assembly column 10 is constructed. In the addition work, the marking 2b of the middle pipe column 2 and the marking 3b of the uppermost pipe column 3 are made to coincide with each other, and the uppermost pipe column 3 is pulled in (pushing in) with a predetermined overlap allowance as a guideline. . The pull-in operation of the uppermost tube column 3 can be carried out by attaching a nylon sling and a chain block to the tube columns 2 and 3 as necessary in order to increase the coupling strength with the middle tube column 2. (Not shown).

次に、図17に示すように、前記鋼製組立柱10の本体の上方から、上端部に定着板5’を備えた線状連結材4’(図11参照)を挿入して下降させ、該定着板5’を最上段の管柱3の小径部3aに嵌め留める。この作業は、前記小径部3aが、管柱3の天端から10cm程度しか離れていないのでスムーズに行うことができる。
続いて、線状連結材4’の下端部のアイ(輪)に、仮留め状態の保持部材(ボルト)6を脱着させて通し、ナットを締結することにより、該線状連結材4’の下端部を保持部材6で拘束する。この作業は、最下段の管柱1が屋上面から数十cm程度浮き上がった状態でフレーム材16へ設置されているので十分な作業スペースが確保されており、また、前記線状連結材4’を緊張させることなく保持部材6へ取り付けるだけでよいので、スムーズに行うことができる。
かくして、前記鋼製組立柱10の本体を構成する最下段の管柱1と最上段の管柱3とは前記線状連結材4’を介して連結されているので、最上段の管柱3が抜けるような外的負荷が生じた場合であっても、該管柱3が地上へ落下するのを防止できる連結構造を実現することができる。
なお、上端部に定着板5’を備えた線状連結材4’の代わりに、定着板5を備えた線状連結材4で実施する場合も、同様の作業手順で行うことができる。
Next, as shown in FIG. 17, from above the main body of the steel assembly column 10, a linear connecting member 4 ′ (see FIG. 11) having a fixing plate 5 ′ at the upper end is inserted and lowered, The fixing plate 5 ′ is fastened to the small diameter portion 3 a of the uppermost tube column 3. This operation can be performed smoothly because the small diameter portion 3a is only about 10 cm away from the top end of the tube column 3.
Subsequently, the holding member (bolt) 6 in a temporarily fastened state is detached and passed through the eye (ring) at the lower end of the linear connecting member 4 ′, and a nut is fastened to thereby tighten the linear connecting member 4 ′. The lower end portion is restrained by the holding member 6. In this operation, the lowermost tube column 1 is installed on the frame member 16 in a state where it is lifted about several tens of centimeters from the roof surface, so that a sufficient working space is secured, and the linear connecting member 4 ' Since it is only necessary to attach to the holding member 6 without tensioning, it can be performed smoothly.
Thus, since the lowermost tube column 1 and the uppermost tube column 3 constituting the main body of the steel assembly column 10 are connected via the linear connecting member 4 ', the uppermost tube column 3 is provided. Even when an external load is generated such that the pipe pillar 3 is pulled out, it is possible to realize a connection structure that can prevent the tube pillar 3 from falling to the ground.
It should be noted that the same operation procedure can be used when the linear connecting member 4 having the fixing plate 5 is used instead of the linear connecting member 4 'having the fixing plate 5' at the upper end.

しかる後、図18に示すように、最上段の管柱3の頂部に前記蓋材13(又は9、11、12)を該管柱3の上端開口部を覆うように載せ、一致させた前記フランジ孔7aとボルト通し孔13c(又は9a、11b、12b)にボルトを通してナットで締結することにより、前記蓋材13(又は9、11、12)を管柱3、ひいては鋼製組立柱10本体の頂部に設置し、もって、本発明にかかる鋼製組立柱10の構築作業を終了する。ちなみに図中の符号23は、キノコ型GPSアンテナを示している。   Thereafter, as shown in FIG. 18, the lid member 13 (or 9, 11, 12) is placed on the top of the uppermost tube column 3 so as to cover the upper end opening of the tube column 3, and is matched. By fastening the bolt 13 to the flange hole 7a and the bolt through hole 13c (or 9a, 11b, 12b) with a nut, the lid member 13 (or 9, 11, 12) is connected to the tube column 3, and eventually the steel assembly column 10 main body. Thus, the construction work of the steel assembly pillar 10 according to the present invention is completed. Incidentally, the code | symbol 23 in a figure has shown the mushroom type | mold GPS antenna.

なお、前記最下段の管柱1を屋上面に直付けして設置したり、地面に一部埋め込んだりして鋼製組立柱10を構築する場合は、先ず、前記保持部材6に、定着板5’(5)を装着していない状態の線状連結材4’(4)の下端部を通して拘束させておき、該線状連結材4’(4)の上方部分を最下段の管柱1の上端開口部から引き出しておく。次に、管柱2、3の継ぎ足し作業を行いつつ、順次、該管柱2、3の上端開口部から引き出す作業を行う。最上段の管柱3の継ぎ足し作業を終えた後、該管柱3の上端開口部から引き出しておいた線状連結材4’(4)の上端部に前記定着板5’(5)を装着し、もって、該定着板5’(5)を前記管柱3の小径部3aに嵌め留める作業を行う。しかる後、管柱3の頂部に前記蓋材13を設置する作業を行う。前記線状連結材4’(4)は、鉛直姿勢をほぼ保持できる程度の剛性は備えているので、このような場合であってもスムーズな作業を行うことができる。   When the lowermost tube column 1 is installed directly on the roof surface or partially embedded in the ground to construct the steel assembly column 10, first, the fixing member is attached to the holding member 6. 5 '(5) is restrained through the lower end of the linear connecting member 4' (4) in a state where it is not mounted, and the upper part of the linear connecting member 4 '(4) is the lowermost column 1 It is pulled out from the upper end opening. Next, the work of drawing out from the upper end opening of the tube pillars 2 and 3 is sequentially performed while performing the work of adding the tube pillars 2 and 3. After completing the work of adding the uppermost column 3, the fixing plate 5 ′ (5) is attached to the upper end portion of the linear connecting member 4 ′ (4) drawn from the upper end opening of the tube column 3. Accordingly, the fixing plate 5 ′ (5) is engaged with the small diameter portion 3 a of the tube column 3. Thereafter, an operation of installing the lid member 13 on the top of the tube column 3 is performed. Since the linear connecting member 4 ′ (4) has such a rigidity that it can substantially maintain a vertical posture, even in such a case, a smooth operation can be performed.

したがって、本発明にかかる鋼製組立柱10によれば、以下の効果を奏する。
1)線状連結材4(4’)の上端部に設けられた定着板5(5’)は、鋼製組立柱10の蓋材9…の役割を果たすものではなく、最上段の管柱3の落下を防止するために鋼製組立柱10本体の最上段の管柱3の内部の小径部3aに嵌め留められて実施される。よって、特に緊張手段を施す必要もないので、取付作業をスムーズに容易に行うことができる。
2)前記線状連結材4(4’)は、前記管柱1、3を緩んだ状態で連結すれば足りるので、連結作業も簡単で、また、前記線状連結材4(4’)の損傷、劣化を極力防止できる。
3)前記蓋材9…は、前記背景技術のように線状連結材4(4’)を緊張させて取り付ける必要がなく、単に最上段の管柱3の頂部に取り付けるだけで済む。よって、前記管柱3の天端部外周にフランジ7を設けて取り付けるなど、雨水等の浸入を確実に防止できる取付手段が採用できる。また、バリエーションに富む蓋材9…を採用することができる。
4)要するに、線状連結材4の端部を支持する支持用の部材(5、6)を、鋼製組立柱10の端部を閉塞する蓋用の部材と兼用させない専用部材とすることにより、鋼製組立柱10本体に内包する線状連結材4の連結構造を、緊張手段を施すことなく、腐食から保護して恒久的に維持することができる。
Therefore, according to the steel assembly pillar 10 concerning this invention, there exist the following effects.
1) The fixing plate 5 (5 ′) provided at the upper end portion of the linear connecting member 4 (4 ′) does not play the role of the cover member 9 of the steel assembly column 10, and is the uppermost tube column. In order to prevent 3 from dropping, the steel assembly column 10 is fitted into the small diameter portion 3a of the uppermost tube column 3 of the main body 10 and is implemented. Therefore, since it is not necessary to apply a tension means in particular, the attaching operation can be performed smoothly and easily.
2) Since it is sufficient for the linear connecting member 4 (4 ′) to connect the pipe columns 1 and 3 in a loose state, the connecting operation is simple, and the linear connecting member 4 (4 ′) Damage and deterioration can be prevented as much as possible.
3) The lid 9 is not required to be attached by tensioning the linear connecting member 4 (4 ′) as in the background art, and is simply attached to the top of the uppermost tube column 3. Therefore, it is possible to employ attachment means that can reliably prevent the intrusion of rainwater or the like, for example, by providing the flange 7 on the outer periphery of the top end of the tube pillar 3. Moreover, the lid | cover material 9 ... rich in a variation can be employ | adopted.
4) In short, by making the supporting members (5, 6) for supporting the ends of the linear connecting members 4 dedicated members that do not serve as lid members for closing the ends of the steel assembly columns 10 The connecting structure of the linear connecting member 4 included in the steel assembly pillar 10 main body can be permanently protected from corrosion without applying tension means.

以上、実施例を図面に基づいて説明したが、本発明は、図示例の限りではなく、その技術的思想を逸脱しない範囲において、当業者が通常に行う設計変更、応用のバリエーションの範囲を含むことを念のために言及する。   Although the embodiments have been described with reference to the drawings, the present invention is not limited to the illustrated examples and includes a range of design changes and application variations that are usually made by those skilled in the art without departing from the technical idea thereof. I will mention that just in case.

1、2、3 管柱
3a 小径部
4、4’ 線状連結材
5、5’、15、25 定着板
6 保持部材(ボルト)
7 フランジ
8 Uボルト
9、11、12、13 蓋材
10 鋼製組立柱
14 座金
16 フレーム材(H形鋼)
17 平板プレート
18 柱受け用プレート
19 ボルト
20 取付バンド
21 足場ボルト取り付け金物
22 ワイヤ
1, 2, 3 Tube pillar 3a Small diameter part 4, 4 'Linear connecting material 5, 5', 15, 25 Fixing plate 6 Holding member (bolt)
7 Flange 8 U bolt 9, 11, 12, 13 Lid material 10 Steel assembly pillar 14 Washer 16 Frame material (H-shaped steel)
17 Flat plate 18 Column support plate 19 Bolt 20 Mounting band 21 Scaffolding bolt mounting hardware 22 Wire

Claims (5)

複数本の管柱を一部が重なり合うように継ぎ足してなる鋼製組立柱において、
最上段の管柱は、その上部の一部を凹状に絞って小径化した小径部が内側面に形成されており、該小径部に、落下防止用の線状連結材の上端部が取り付けられた定着板が上方から嵌め留められ、前記線状連結材の下端部が、最下段の管柱内に設けた保持部材に取り付けられていることを特徴とする、鋼製組立柱。
In steel assembly pillars that are made by adding multiple pipe pillars so that some of them overlap,
The uppermost tube column has a small diameter portion formed by constricting a part of its upper portion in a concave shape to reduce the diameter, and an upper end portion of a linear connecting material for preventing fall is attached to the small diameter portion. A steel assembly column, wherein the fixing plate is fitted and fixed from above, and a lower end portion of the linear connecting member is attached to a holding member provided in a lowermost tube column.
前記定着板には、Uボルトが垂設され、該Uボルトに前記線状連結材の上端部が取り付けられていることを特徴とする、請求項1に記載した鋼製組立柱。   The steel assembly column according to claim 1, wherein a U bolt is suspended from the fixing plate, and an upper end portion of the linear connecting member is attached to the U bolt. 前記最上段の管柱の天端部外周には、フランジが設けられていることを特徴とする、請求項1又は2に記載した鋼製組立柱。   The steel assembly column according to claim 1 or 2, wherein a flange is provided on an outer periphery of a top end portion of the uppermost tube column. 前記最上段の管柱の頂部には、蓋材が設けられていることを特徴とする、請求項1〜3のいずれか一に記載した鋼製組立柱。   The steel assembly column according to any one of claims 1 to 3, wherein a lid member is provided on a top portion of the uppermost tube column. 前記保持部材は、最下段の管柱の径方向へ貫通して設けたボルトであることを特徴とする、請求項1〜4のいずれか一に記載した鋼製組立柱。   The steel assembly column according to any one of claims 1 to 4, wherein the holding member is a bolt provided so as to penetrate in a radial direction of the lowermost column.
JP2013065947A 2013-03-27 2013-03-27 Steel built-up column Pending JP2014190027A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017110442A (en) * 2015-12-17 2017-06-22 新日鐵住金株式会社 Joining structure of steel pipe column

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017110442A (en) * 2015-12-17 2017-06-22 新日鐵住金株式会社 Joining structure of steel pipe column

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