JP2020049502A - Traffic safety facility such as signal pole or sign pole with use of double steel pipe and manufacturing method thereof - Google Patents

Traffic safety facility such as signal pole or sign pole with use of double steel pipe and manufacturing method thereof Download PDF

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JP2020049502A
JP2020049502A JP2018180026A JP2018180026A JP2020049502A JP 2020049502 A JP2020049502 A JP 2020049502A JP 2018180026 A JP2018180026 A JP 2018180026A JP 2018180026 A JP2018180026 A JP 2018180026A JP 2020049502 A JP2020049502 A JP 2020049502A
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steel pipe
core
outer steel
core steel
double
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JP6593728B1 (en
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▲倶▼之 藤村
Tomoyuki Fujimura
▲倶▼之 藤村
藤村 公人
Kimito Fujimura
公人 藤村
剛隆 李川
Tsuyotaka Rikawa
剛隆 李川
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Fujihisa Tessho Co Ltd
YASHIRO SEISAKUSHO KK
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Fujihisa Tessho Co Ltd
YASHIRO SEISAKUSHO KK
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Abstract

To improve a circumferential gap of a double steel pipe 1, make easy immersion and exudation of molten plating into the circumferential gap, and achieve good assemblability of the double steel pipe.SOLUTION: A traffic safety facility comprises an inside core steel pipe 2 and an outside outer steel pipe 3, an air vent hole 7 for ventilation of air staying in a plating process is formed at a lower part of the core steel pipe 2, and an upper end part of the outside outer steel pipe 3 and the core steel pipe 2 are circumferentially welded and fixed above the air vent hole 7. A circumferential opening 5a is formed between a lower end part of the outer steel pipe 3 and the core steel pipe 2, and an opening holding material is located in order to hold the opening 5a. Thus, immersion and exudation of molten plating into the opening 5a can be easily performed. As the opening holding material, three or more spacers are interposed at intervals in the circumferential opening 5a, several spacers thereof are welded to an inner peripheral surface of the outer steel pipe 3, the core steel pipe 2 is inserted in the outer steel pipe 3, and thereafter, residual spacers 8d are interposed in the opening 5a, thereby improving the work of inserting and assembling the core steel pipe 2 and the outer steel pipe 3.SELECTED DRAWING: Figure 3

Description

本発明は、信号柱・標識柱等に使用される二重鋼管およびその製造方法に関する。   The present invention relates to a double steel pipe used for signal poles, signposts, and the like, and a method for manufacturing the same.

従来、信号柱や標識柱に用いられる胴巻き二重鋼管101の第1の例として、外径165.2mm、厚さ5mm、長さ9mの内側の芯鋼管102と、外径177.8mm、厚さ4.5mm、長さ2.5mの外側の外鋼管103とから胴巻き二重鋼管101が構成され、外鋼管103と芯鋼管102との間に1.2mmの円周間隙5を開けた状態で外鋼管103の上下部を芯鋼管102に密封溶接104し、芯鋼管と外鋼管との間の内部空間において、芯鋼管102の上下部にそれぞれ空気抜き孔107,108を形成し、メッキ工程において、芯鋼管102と外鋼管103との間の円周間隙105にメッキを流入・流出するよう循環させ、その表面にメッキ層を形成するようにしていた。しかし、上記のような円周間隙(1.2mm)では、ほとんど隙間105がなく、メッキ層が十分形成されない難点がある。   Conventionally, as a first example of a body-wound double steel pipe 101 used for a signal pole or a signpost, an inner core steel pipe 102 having an outer diameter of 165.2 mm, a thickness of 5 mm, and a length of 9 m, an outer diameter of 177.8 mm, a thickness of 17 mm The outer steel pipe 103 having a length of 4.5 mm and a length of 2.5 m constitutes a body-wound double steel pipe 101, and a 1.2 mm circumferential gap 5 is opened between the outer steel pipe 103 and the core steel pipe 102. The upper and lower parts of the outer steel pipe 103 are hermetically welded 104 to the core steel pipe 102, and air vent holes 107 and 108 are formed in the upper and lower parts of the core steel pipe 102 in the internal space between the core steel pipe and the outer steel pipe. The plating is circulated so as to flow in and out of a circumferential gap 105 between the core steel pipe 102 and the outer steel pipe 103, so that a plating layer is formed on the surface. However, in the above-described circumferential gap (1.2 mm), there is almost no gap 105, and there is a problem that a plating layer is not sufficiently formed.

胴巻き二重鋼管101の第2の例として、外径190.7mm、厚さ5.3mm、長さ9mの内側の芯鋼管102と、外径216.3mm、厚さ4.5mm、長さ2.5mの外側の外鋼管103とから胴巻き二重鋼管101が構成され、外鋼管103と芯鋼管102との間に8.2mmの円周間隙105を開けた状態で外鋼管103の上下部を芯鋼管102に密封溶接し、芯鋼管102と外鋼管103との間の内部空間において、芯鋼管の上下部にそれぞれ空気抜き孔107,108を形成し、溶融メッキが上下の空気抜き孔107,108を循環しながら円周間隙105の表面にメッキ層を形成する二重鋼管101も知られている。   As a second example of the body-wound double steel pipe 101, an inner core steel pipe 102 having an outer diameter of 190.7 mm, a thickness of 5.3 mm, and a length of 9 m, an outer diameter of 216.3 mm, a thickness of 4.5 mm, and a length of 2 A 1.5 m outer steel pipe 103 constitutes a body-wound double steel pipe 101, and an upper and lower part of the outer steel pipe 103 is formed with a 8.2 mm circumferential gap 105 between the outer steel pipe 103 and the core steel pipe 102. Sealed and welded to the core steel pipe 102, air vent holes 107 and 108 are formed in the upper and lower portions of the core steel pipe in the internal space between the core steel pipe 102 and the outer steel pipe 103, respectively. A double steel pipe 101 that forms a plating layer on the surface of the circumferential gap 105 while circulating is also known.

さらに、特許文献1には、信号柱や標識柱ではないが、上部構造物の基礎杭として用いられる二重鋼管が開示されている。この二重鋼管は、地盤に設けられる外鋼管と、外鋼管の内側に設けられる内鋼管とを備え、内鋼管の内部空間を中空状として、内鋼管と外鋼管との間に経時硬化性材を充填した状態で、外鋼管及び前記内鋼管の上方に上部構造物を構築し、前記内鋼管は、孔開き鋼板を外面に取り付けることによって、外鋼管の内面と所定の間隔を確保する間隔保持部材を設け、周辺の地盤に比べて外鋼管及び内鋼管に発生する応力を小さくすることが可能な二重鋼管が開示されている。   Further, Patent Literature 1 discloses a double steel pipe that is not a signal pillar or a sign pillar but is used as a foundation pile of an upper structure. This double steel pipe includes an outer steel pipe provided on the ground and an inner steel pipe provided inside the outer steel pipe, and the inner space of the inner steel pipe is hollow, and a time-hardening material is provided between the inner steel pipe and the outer steel pipe. In the state filled with, the upper structure is constructed above the outer steel pipe and the inner steel pipe, and the inner steel pipe is provided with a perforated steel plate on the outer surface to maintain a predetermined interval with the inner surface of the outer steel pipe. There is disclosed a double steel pipe provided with a member and capable of reducing stress generated in an outer steel pipe and an inner steel pipe as compared with the surrounding ground.

特許6286882号公報Japanese Patent No. 6286882

ところで、二重鋼管において、上述の第1の例に示すように、円周間隙5(1.2mm)が狭く、かつ空気抜き孔の孔径が小さいと、脱脂、水洗、酸洗、水洗、フラックス処理、溶融亜鉛メッキ浴浸せきを経るメッキ工程において、脱脂からフラックス処理までは水溶液による処理や、温度が450℃前後(435℃〜465℃)のメッキ浴浸せき工程において、水溶液や溶融亜鉛メッキが芯鋼管の上下部の空気抜き孔から円周間隙に浸入・浸出することが難しくなる。特に、酸洗工程における酸洗スケール残存物が残りやすくなり、メッキ工程で円周間隙の内部表面においてメッキ不良となる。   By the way, in the double steel pipe, if the circumferential gap 5 (1.2 mm) is small and the hole diameter of the air vent hole is small as shown in the first example, degreasing, washing, pickling, washing, and flux treatment are performed. In a plating process that involves hot dip galvanizing bath immersion, an aqueous solution is used from degreasing to flux treatment, and in a plating bath immersion process at a temperature of about 450 ° C. (435 ° C. to 465 ° C.), an aqueous solution or hot dip galvanizing is applied to a core steel pipe. It is difficult to infiltrate / leak into the circumferential gap from the upper and lower air vent holes. In particular, the pickling scale residue in the pickling step is likely to remain, resulting in poor plating on the inner surface of the circumferential gap in the plating step.

また、第2の例に示すように、二重鋼管の円周間隙(8.2mm)が広くても、空気抜き孔は芯鋼管の強度上、あまり大きくできないので、メッキ工程全般において、水溶液や溶融亜鉛メッキが空気抜き孔から円周間隙に浸入・浸出することが難しくなる。特に、酸洗工程における酸洗スケール残存物が残りやすくなり、円周間隙の内部表面がメッキ不良となることは上記第1の例とほぼ同じである。しかも、高温(450℃前後)の溶融亜鉛メッキ浴浸せき工程において、二重鋼管の円周間隙に入り込んでいる空気が空気抜き孔から抜けにくくなり、水蒸気爆発が起こりやすくなる。そのため、外鋼管に亀裂Dが発生し、製品不良となるおそれがある。また、水蒸気爆発によるメッキ作業の危険性が危惧される。   Also, as shown in the second example, even if the circumferential gap (8.2 mm) of the double steel pipe is wide, the air vent hole cannot be made too large due to the strength of the core steel pipe. It becomes difficult for the zinc plating to intrude and leached from the air vent hole into the circumferential gap. In particular, it is almost the same as the first example that the pickling scale residue in the pickling step is likely to remain and the inner surface of the circumferential gap becomes poor in plating. In addition, in the hot-dip galvanizing bath immersion step at a high temperature (around 450 ° C.), the air that has entered the circumferential gap of the double steel pipe hardly escapes from the air vent hole, and the steam explosion easily occurs. For this reason, cracks D may occur in the outer steel pipe, resulting in a defective product. In addition, there is a fear of danger of plating work due to steam explosion.

ところで、この種の二重鋼管を信号柱や標識柱として柱下部を地中に埋設した場合、図7に示すように、風や振動等により柱S(芯鋼管2)が揺れ、その負荷が外鋼管103と芯鋼管102との溶接部に応力集中し、溶接部付近から外鋼管103に亀裂が入るおそれがあった。特に、外鋼管103を電縫鋼管で形成している場合、電縫部付近の脆弱部に最も亀裂が入る確率が高くなる。そのため、風雨に晒されている信号柱Sや標識柱では外鋼管103と芯鋼管102との円周間隙105に雨水が浸入し、メッキ工程が良好でない場合、鋼管表面が酸化し錆等が発生して二重鋼管の強度が低下するおそれがあった。   By the way, when this type of double steel pipe is buried underground as a signal pole or a sign pole, as shown in FIG. 7, the pillar S (core steel pipe 2) shakes due to wind or vibration, and the load is reduced. Stress was concentrated on the welded portion between the outer steel pipe 103 and the core steel pipe 102, and there was a possibility that the outer steel pipe 103 might be cracked from near the welded portion. In particular, when the outer steel pipe 103 is formed of an electric resistance welded steel pipe, the probability that a crack is most likely to occur in a fragile part near the electric resistance welded part is increased. Therefore, in the signal pole S or the signpost exposed to the weather, rainwater infiltrates into the circumferential gap 105 between the outer steel pipe 103 and the core steel pipe 102, and when the plating process is not good, the steel pipe surface is oxidized and rust is generated. As a result, the strength of the double steel pipe may be reduced.

本発明は、上記に鑑み、二重鋼管の円周状の間隙を改善し、かつ外鋼管と芯鋼管との間の密閉空間を廃止して空気抜きがしやすい構造とすることで、メッキ工程における安全性を向上させ得る二重鋼管およびその製造方法の提供を目的としている。   In view of the above, the present invention improves the circumferential gap of the double steel pipe, and eliminates the closed space between the outer steel pipe and the core steel pipe to make it easy to release air, so that the plating process can be easily performed. It is an object of the present invention to provide a double steel pipe capable of improving safety and a method for manufacturing the same.

上記目的を達成するために、本発明は、内側の芯鋼管と外側の外鋼管とからなる二重鋼管の製造方法において、芯鋼管の下部にメッキ工程において滞留する空気を抜くための空気抜き孔を形成し、芯鋼管を外鋼管に内嵌挿入して、前記空気抜き孔よりも上部において外鋼管の上端部と芯鋼管とを円周状に溶接固定し、かつ外鋼管の下端部と芯鋼管との間に円周状の間隙を形成し、この間隙を保持するために複数の間隙保持材を設置し、次いで、芯鋼管と外鋼管との間隙に溶融メッキを浸入させ、この円周状の間隙の内側表面にメッキ層を形成する。これにより、これにより、円周間隙の鋼管表面のメッキが良好に行える。   In order to achieve the above object, the present invention provides a method of manufacturing a double steel pipe comprising an inner core steel pipe and an outer steel pipe, wherein an air vent hole for removing air stagnant in a plating step is provided below the core steel pipe. Formed, the core steel pipe is inserted into the outer steel pipe, and the upper end of the outer steel pipe and the core steel pipe are welded and fixed circumferentially above the air vent hole, and the lower end of the outer steel pipe and the core steel pipe are fixed. A circumferential gap is formed between the steel pipes, a plurality of gap holding members are provided to hold the gap, and then hot-dip plating is introduced into the gap between the core steel pipe and the outer steel pipe to form a circumferential gap. A plating layer is formed on the inner surface of the gap. Thereby, plating of the steel pipe surface in the circumferential gap can be favorably performed.

また、前記複数の間隙保持材として、芯鋼管と外鋼管との間の円周状の間隙において、3個以上のスペーサを周方向に間隔をおいて設定し、これらのスペーサのうち少なくとも1個のスペーサを除いて複数のスペーサを予め外鋼管の内周面又は芯鋼管の外周面に溶接固定し、次に、芯鋼管を外鋼管に内嵌挿入した後、残りのスペーサを芯鋼管の外周面又は外鋼管の内周面に溶接することにより、外鋼管の下端部と芯鋼管との間隙に間隙保持材を設置する。これにより、外鋼管に余分な応力が集中し、亀裂が入るのを防止することができる。   Further, as the plurality of gap holding members, three or more spacers are set at intervals in the circumferential direction in a circumferential gap between the core steel pipe and the outer steel pipe, and at least one of these spacers is provided. Except for the spacers, a plurality of spacers are fixed in advance by welding to the inner peripheral surface of the outer steel pipe or the outer peripheral surface of the core steel pipe, and then, after the core steel pipe is inserted into the outer steel pipe, the remaining spacers are attached to the outer circumference of the core steel pipe. The gap holding material is installed in the gap between the lower end of the outer steel pipe and the core steel pipe by welding to the surface or the inner peripheral surface of the outer steel pipe. As a result, it is possible to prevent excess stress from being concentrated on the outer steel pipe, thereby preventing the outer steel pipe from being cracked.

本発明によると、内側の芯鋼管と外側の外鋼管とからなる二重鋼管において、図7~図9に示すように、外鋼管の上下両端部を密封するのではなく、外鋼管の下端部と芯鋼管との間に円周状の隙間を形成し、これを保持するためのスペーサを設置するようにしているので、円周間隙の内側表面に溶融メッキ層を良好に形成することができる。   According to the present invention, in a double steel pipe composed of an inner core steel pipe and an outer steel pipe, as shown in FIGS. 7 to 9, instead of sealing the upper and lower ends of the outer steel pipe, the lower end of the outer steel pipe is not sealed. A circumferential gap is formed between the core steel pipe and the spacer, and a spacer for holding the circumferential gap is provided, so that a hot-dip plating layer can be favorably formed on the inner surface of the circumferential gap. .

また、芯鋼管を外鋼管に挿入する際、複数の間隙保持材を外鋼管又は芯鋼管に溶接し、残りの少なくとも1個のスペーサを後付けするようにしているので、芯鋼管を外鋼管に挿入する際の両鋼管の中心軸を一致させ易くなり、芯鋼管の挿入作業を容易に行うことができる。   Further, when inserting the core steel pipe into the outer steel pipe, a plurality of gap retaining materials are welded to the outer steel pipe or the core steel pipe, and at least one remaining spacer is retrofitted, so that the core steel pipe is inserted into the outer steel pipe. In this case, the center axes of both steel pipes can be easily aligned, and the work of inserting the core steel pipe can be easily performed.

本発明に係る二重鋼管を信号柱に使用した例を示す概略図である。It is the schematic which shows the example which used the double steel pipe which concerns on this invention for a signal pillar. 本発明の二重鋼管をメッキ浴に浸せきしたときの状態を示す断面図で、(a)は溶融メッキの浸入状態を、(b)は同じく溶融メッキの浸出状態を示す。FIG. 3 is a cross-sectional view showing a state when the double steel pipe of the present invention is immersed in a plating bath, wherein (a) shows a state of infiltration of hot-dip plating, and (b) shows a state of leaching of hot-dip plating. 本発明の二重鋼管の組立工程を示す斜視図で、(a)は外鋼管のスペーサ溶接状態を、(b)は芯鋼管に外鋼管を外嵌し芯鋼管側に第4のスペーサを溶接固定した状態を示す。FIGS. 4A and 4B are perspective views showing an assembling process of a double steel pipe according to the present invention, wherein FIG. 4A shows a state in which a spacer is welded to an outer steel pipe, and FIG. Shows the fixed state. 二重鋼管の下部側を示し、(a)は底面図、(b)は断面図である。It shows the lower side of the double steel pipe, (a) is a bottom view, and (b) is a sectional view. 二重鋼管の製造工程を示すフローチャートである。It is a flowchart which shows the manufacturing process of a double steel pipe. 図5のメッキ工程を示すフローチャートである。It is a flowchart which shows the plating process of FIG. 従来の二重鋼管を信号柱に使用した例を示す概略図である。It is the schematic which shows the example which used the conventional double steel pipe for the signal pillar. 同じく従来の二重鋼管の一部を示す概略斜視図である。FIG. 4 is a schematic perspective view showing a part of a conventional double steel pipe. 従来の二重鋼管をメッキ浴に浸漬したときの状態を示す断面図で、(a)は溶融メッキの浸入状態を、(b)は同じく溶融メッキの浸出状態を示す。FIG. 4 is a cross-sectional view showing a state when a conventional double steel pipe is immersed in a plating bath, wherein (a) shows a state of infiltration of hot-dip plating, and (b) shows a state of leaching of hot-dip plating.

以下、本発明の実施形態を図面に基づいて説明する。まず、二重鋼管1の構成について説明する。本実施形態の二重鋼管1は、内側の芯鋼管2と外側の外鋼管3とからなり、例えば、図1に示すように信号S1を有する信号柱Sや図示しない標識柱に使用される。二重鋼管1は、信号柱S等の下部側であって、地中埋設部分及び地上から露出する露出部のうち、下側1/3程度を外鋼管3によって覆ったものである。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. First, the configuration of the double steel pipe 1 will be described. The double steel pipe 1 of the present embodiment includes an inner core steel pipe 2 and an outer steel pipe 3 and is used for, for example, a signal pole S having a signal S1 as shown in FIG. The double steel pipe 1 is a lower part of the signal pole S or the like, and the lower one third of the underground part and the exposed part exposed from the ground is covered with the outer steel pipe 3.

内側の芯鋼管2は、例えば、外径190.7mm、厚さ5.3mm、長さ9mの一般・建築構造用炭素鋼鋼管を使用する。外側の外鋼管3は、外径216.3mm、内径206.9mm、厚さ4.5mm、長さ2.5mの鋼管を使用する。外鋼管3は、外側表面には梨地のエンボス加工が施され、貼り紙防止機能が付与されている。外鋼管3の設置高さは、貼り紙防止機能を発揮でるように、例えば、地中埋設部分を0.5m、地上露出長さを2.0mに設定することができるが、これに限定されるものではない。   The inner core steel pipe 2 is, for example, a carbon steel pipe for general / building structure having an outer diameter of 190.7 mm, a thickness of 5.3 mm, and a length of 9 m. As the outer outer steel pipe 3, a steel pipe having an outer diameter of 216.3 mm, an inner diameter of 206.9 mm, a thickness of 4.5 mm, and a length of 2.5 m is used. The outer surface of the outer steel pipe 3 is embossed on a satin finish so as to have a sticking prevention function. The installation height of the outer steel pipe 3 can be set to, for example, 0.5 m for the underground buried portion and 2.0 m to the ground exposure length so as to exert the function of preventing sticking, but is not limited thereto. Not something.

上記の芯鋼管2と外鋼管3とからなる胴巻き二重鋼管1においては、外鋼管3の上端部と芯鋼管2とが円周状に溶接Wされて固定される。この際、外鋼管3の上端部は芯鋼管2側に絞り加工4が施され、外鋼管3の上端部の内周縁が芯鋼管2の外表面に接する程度にされている。これにより、外鋼管3の上端部と芯鋼管2とを強固に溶接固定することができる。   In the body-wound double steel pipe 1 including the core steel pipe 2 and the outer steel pipe 3, the upper end of the outer steel pipe 3 and the core steel pipe 2 are welded circumferentially and fixed. At this time, the upper end of the outer steel pipe 3 is subjected to drawing processing 4 on the side of the core steel pipe 2 so that the inner peripheral edge of the upper end of the outer steel pipe 3 contacts the outer surface of the core steel pipe 2. Thereby, the upper end portion of the outer steel pipe 3 and the core steel pipe 2 can be firmly fixed by welding.

上述の芯鋼管2と外鋼管3を使用すれば、両者の間は半径方向で8.1mmの円周間隙5が開けられることになる。この円周間隙5は、溶融亜鉛メッキが浸入・浸出するのに十分な間隙であり、円周間隙5に面する芯鋼管2の外表面及び外鋼管3の内周面に十分メッキ層6が施されることになる。   If the above-mentioned core steel pipe 2 and outer steel pipe 3 are used, a circumferential gap 5 of 8.1 mm in the radial direction is opened between them. The circumferential gap 5 is a gap sufficient for the hot-dip galvanizing to infiltrate and leach out. A sufficient plating layer 6 is formed on the outer surface of the core steel pipe 2 facing the circumferential gap 5 and the inner circumferential surface of the outer steel pipe 3. Will be applied.

芯鋼管2の下部には、溶融メッキ浴浸せき時に芯鋼管2の内部と外鋼管3の内側との間で溶融メッキを浸入・浸出することができる複数の空気抜き孔7が同じ高さに形成されている。この空気抜き孔7は、芯鋼管2と外鋼管3との接合部位である円周状の溶接部Wの直下位置に形成される。空気抜き孔7の孔径は、本例では、空気抜きが可能な直径32mm程度とされる。これにより、高温の溶融メッキ浴に浸せきしても、円周間隙5に滞留する空気は十分芯鋼管2側に排出される。   In the lower part of the core steel pipe 2, a plurality of air vent holes 7 are formed at the same height, through which the hot-dip plating can enter and leak between the inside of the core steel pipe 2 and the inside of the outer steel pipe 3 during immersion in the hot-dip plating bath. ing. The air vent hole 7 is formed at a position immediately below a circumferential welded portion W which is a joint portion between the core steel pipe 2 and the outer steel pipe 3. In this example, the hole diameter of the air vent hole 7 is set to about 32 mm in diameter from which air can be vented. As a result, even when immersed in the hot-dip plating bath, the air remaining in the circumferential gap 5 is sufficiently discharged to the core steel pipe 2 side.

外鋼管3の下端部と芯鋼管2との間に円周状の間隙5が形成されるが、この間隙5を保持するための間隙保持材8として複数のスペーサ8a〜8dが設置される。本例においては、間隙保持材8として、芯鋼管2と外鋼管3との間の円周間隙5に4箇所のスペーサ8a〜8dを等間隔に介在する。このとき、隣り合う第1〜第3の3個のスペーサ8a〜8cは、外鋼管3の内周面に溶接固定される。残りの1個である第4のスペーサ8dは芯鋼管2の外周面に溶接し、芯鋼管2と外鋼管3との間に生じる鋼管の中心軸周りの捩れに対して対応するようにする。スペーサ8a〜8dの厚みは円周間隙5とほぼ同じとし、長さ25mm程度、円周方向の幅20mm程度とすることにより、スペース8a〜8d間の間隙5に十分溶融メッキが入るように設定される。   A circumferential gap 5 is formed between the lower end of the outer steel pipe 3 and the core steel pipe 2, and a plurality of spacers 8 a to 8 d are provided as gap holding members 8 for holding the gap 5. In the present example, four spacers 8 a to 8 d are interposed at regular intervals in the circumferential gap 5 between the core steel pipe 2 and the outer steel pipe 3 as the gap holding material 8. At this time, the three adjacent first to third spacers 8a to 8c are fixed to the inner peripheral surface of the outer steel pipe 3 by welding. The remaining one fourth spacer 8d is welded to the outer peripheral surface of the core steel pipe 2 so as to cope with a twist around the central axis of the steel pipe generated between the core steel pipe 2 and the outer steel pipe 3. The thickness of the spacers 8a to 8d is substantially the same as that of the circumferential gap 5, and is set to be about 25 mm in length and about 20 mm in width in the circumferential direction so that the gap 5 between the spaces 8a to 8d is sufficiently molten-plated. Is done.

次に、図5及び図6に基づいて、二重鋼管1の製造方法を説明する。まず、図5に示すように、外鋼管3の上端を芯鋼管2に溶接できるように絞り加工4を施す。次に、外鋼管3の下部内周面に第1〜第3のスペーサ8a〜8cを溶接する。次に、芯鋼管2の下部に空気抜き孔7を孔加工する。そして、芯鋼管2を外鋼管3の内部に挿入し、外鋼管3の上端部を芯鋼管2に円周状に溶接Wする。芯鋼管2を外鋼管3に挿入する際、両者の中心軸が合致するように挿入されるのが望ましい。本例では、芯鋼管2を外鋼管3に挿入する際、間隙保持材8として外鋼管3の3箇所のスペーサ8a〜8cを溶接したのみであり、残り1個のスペーサ8dは後付けするため、芯鋼管2を外鋼管3に挿入する際に、挿入を容易にすると共に、後付けの第4のスペーサ8dにより両鋼管2,3の中心軸を一致させる作業を容易に行うことができる。   Next, a method of manufacturing the double steel pipe 1 will be described with reference to FIGS. First, as shown in FIG. 5, drawing 4 is performed so that the upper end of the outer steel pipe 3 can be welded to the core steel pipe 2. Next, the first to third spacers 8a to 8c are welded to the lower inner peripheral surface of the outer steel pipe 3. Next, an air vent hole 7 is formed in the lower part of the core steel pipe 2. Then, the core steel pipe 2 is inserted into the outer steel pipe 3, and the upper end of the outer steel pipe 3 is circumferentially welded W to the core steel pipe 2. When the core steel pipe 2 is inserted into the outer steel pipe 3, it is desirable that the core steel pipe 2 is inserted so that the central axes of the two coincide. In this example, when the core steel pipe 2 is inserted into the outer steel pipe 3, only three spacers 8a to 8c of the outer steel pipe 3 are welded as the gap holding material 8, and the remaining one spacer 8d is retrofitted. When the core steel pipe 2 is inserted into the outer steel pipe 3, the insertion can be facilitated, and the work of aligning the central axes of the steel pipes 2 and 3 can be easily performed by the fourth spacer 8d that is attached later.

次に、第4のスペーサ8dを芯鋼管2側に溶接すると、芯鋼管2と外鋼管3の中心軸が一致すると共に、芯鋼管2と外鋼管3の下端部とは互いに円周方向で規制されていないので、両鋼管2,3の中心軸回りに捩り変形にも対応することができる。   Next, when the fourth spacer 8d is welded to the core steel pipe 2, the center axes of the core steel pipe 2 and the outer steel pipe 3 coincide with each other, and the lower end portions of the core steel pipe 2 and the outer steel pipe 3 are regulated in the circumferential direction. Since it is not performed, it is possible to cope with torsional deformation around the central axis of both steel pipes 2 and 3.

二重鋼管1の組立後には、芯鋼管2と外鋼管3とをメッキ処理する。図6はメッキ工程を示すフローチャートである。まず、付着している油脂類を除去するため加温したアルカリ脱脂液に製品を浸せきする。その後、清浄な水の中に浸せきし、鋼管の表面に付着しているアルカリ分を除去する。そして、所定の濃度の塩酸に浸せきし、錆や黒皮を除去する。   After assembling the double steel pipe 1, the core steel pipe 2 and the outer steel pipe 3 are plated. FIG. 6 is a flowchart showing the plating process. First, the product is immersed in a heated alkaline degreasing solution to remove adhering fats and oils. Then, it is immersed in clean water to remove the alkali adhering to the surface of the steel pipe. Then, it is immersed in hydrochloric acid of a predetermined concentration to remove rust and scale.

酸洗後に、清浄な水の中に製品を浸せきし、表面に付着している酸分を除去する。その後、加温した塩化アンモニウム溶液に浸せきし、被メッキ面を清浄にし、メッキ処理までの錆の発生を防止するフラックス処理を行う。フラックス処理後は、製品を溶融亜鉛メッキ浴に浸せきし、メッキ処理を行う。メッキ処理は、通常、高温の処理液に浸せきするので、場合によっては歪発生のおそれがあり、これを回避するため、冷却して安定したメッキ被膜を形成させる。   After pickling, the product is immersed in clean water to remove the acid adhering to the surface. Thereafter, the substrate is immersed in a heated ammonium chloride solution to clean the surface to be plated and to perform a flux treatment for preventing generation of rust until the plating treatment. After the flux treatment, the product is immersed in a hot-dip galvanizing bath to perform a plating treatment. The plating process is usually immersed in a high-temperature processing solution, and thus may cause distortion in some cases. In order to avoid this, cooling is performed to form a stable plating film.

このような内側の芯鋼管2と外側の外鋼管3とからなる二重鋼管1において、外鋼管3の上下両端部を密封するのではなく、外鋼管3の下端部と芯鋼管2との間に円周状の隙間を形成し、これを保持するための間隙保持材8としてスペーサ8a〜8dを設置するようにしているので、円周間隙5の内側の鋼管表面に溶融メッキ層6を良好に形成することができる。しかも、円周間隙5および空気抜き孔7を通して溶融メッキが芯鋼管2の内部と外側の外鋼管3の内部とを循環するので、従来のような閉鎖空間により水蒸気爆発を起こす危険性も少なく、安全性にも優れている。   In such a double steel pipe 1 composed of the inner core steel pipe 2 and the outer steel pipe 3, the upper and lower ends of the outer steel pipe 3 are not sealed, but the gap between the lower end of the outer steel pipe 3 and the core steel pipe 2. Is formed, and spacers 8a to 8d are provided as gap holding members 8 for holding the gaps, so that the hot-dip plating layer 6 is preferably formed on the surface of the steel pipe inside the circumferential gap 5. Can be formed. Moreover, the molten plating circulates through the circumferential gap 5 and the air vent hole 7 between the inside of the core steel pipe 2 and the inside of the outer steel pipe 3 on the outside. Also excellent in nature.

また、間隙保持材8として、芯鋼管2側に溶接する第4のスペーサ8dと外鋼管3側に溶接する第1〜第3のスペーサ8a〜8cとは、それぞれ相対する他方の鋼管に溶接されているわけではないので、両者の中心軸周りの捩れを許容し、この二重鋼管1を信号柱Sや標識柱に使用した場合、風や振動等により柱が揺れたとしても、外鋼管3に余分な応力が集中するのを回避して、外鋼管3に亀裂が入るのを防止することができる。   The fourth spacer 8d to be welded to the core steel pipe 2 side and the first to third spacers 8a to 8c to be welded to the outer steel pipe 3 side as the gap holding material 8 are welded to the other steel pipes facing each other. Therefore, when the double steel pipe 1 is used for the signal pole S or the signpost, the outer steel pipe 3 is allowed to move even if the pillar shakes due to wind, vibration, or the like. In this case, it is possible to prevent the external steel pipe 3 from being cracked by avoiding concentration of excess stress on the outer steel pipe.

なお、本発明は上記実施形態に限定されるものではなく、本発明の範囲内で多くの修正・変更を加えることができるのは勿論である。例えば、上記実施形態では、信号柱・標識柱等の交通安全施設について例示したが、これに限らず、円周間隙5の表面にメッキ処理を施す二重鋼管ならば、他の用途に使用できる二重鋼管にも適用することができる。   It should be noted that the present invention is not limited to the above-described embodiment, and it goes without saying that many modifications and changes can be made within the scope of the present invention. For example, in the above embodiment, traffic safety facilities such as signal poles and signposts have been exemplified. However, the present invention is not limited to this, and a double steel pipe in which the surface of the circumferential gap 5 is plated can be used for other purposes. It can also be applied to double steel pipes.

また、上記実施形態では、間隙保持材8として外鋼管3の内周面の3箇所にスペーサ8a〜8cを溶接し、残り1個のスペーサ8dを芯鋼管2側に溶接した例を示したが、これとは逆に、芯鋼管2の外周面の3箇所にスペーサ8a〜8cを溶接固定し、残り1個のスペーサ8dを外鋼管3側に溶接固定する態様であってもよい。さらに、各スペーサ8a〜8dの溶接は、芯鋼管2及び外鋼管3のいずれか一つまたは両方に溶接する態様であってもよい。   Further, in the above-described embodiment, an example is shown in which spacers 8a to 8c are welded to three places on the inner peripheral surface of the outer steel pipe 3 as the gap holding material 8, and one spacer 8d is welded to the core steel pipe 2 side. Conversely, the spacers 8a to 8c may be welded and fixed to three places on the outer peripheral surface of the core steel pipe 2, and the remaining one spacer 8d may be welded and fixed to the outer steel pipe 3 side. Furthermore, the spacers 8a to 8d may be welded to one or both of the core steel pipe 2 and the outer steel pipe 3.

さらに、間隙保持材8の個数は、本実施形態のように4個に限らず、3個以上ならば特に限定されるものではない。すなわち、間隙保持材8は、3個以上のスペーサを周方向に間隔をおいて設定し、これらのスペーサのうち少なくとも1個のスペーサを除いて複数のスペーサを予め外鋼管の内周面又は芯鋼管の外周面に溶接固定する態様であればよい。この際、事前に溶接しない残りのスペーサの個数は、1個に限らず2個以上であってもよい。さらに、スペーサの配置間隔は等間隔に限るものではなく、状況に応じて適宜間隔を設定することができる。   Furthermore, the number of the gap holding members 8 is not limited to four as in the present embodiment, and is not particularly limited as long as it is three or more. That is, in the gap holding material 8, three or more spacers are set at intervals in the circumferential direction, and a plurality of spacers except for at least one of these spacers is previously formed on the inner circumferential surface or core of the outer steel pipe. Any mode may be used as long as it is welded to the outer peripheral surface of the steel pipe. At this time, the number of remaining spacers that are not welded in advance is not limited to one and may be two or more. Further, the spacing between the spacers is not limited to the regular spacing, and the spacing can be set appropriately according to the situation.

1 二重鋼管
2 芯鋼管
3 外鋼管
4 絞り加工
5 円周間隙
6 メッキ層
7 空気抜き孔
8 間隙保持材
8a〜8d スペーサ
S 信号柱
S1 信号
W 溶接
DESCRIPTION OF SYMBOLS 1 Double steel pipe 2 Core steel pipe 3 Outer steel pipe 4 Drawing 5 Circumferential gap 6 Plating layer 7 Air vent hole 8 Gap holding material 8a-8d Spacer S Signal column S1 Signal W Welding

本発明は、二重鋼管を用いた信号柱または標識柱などの交通安全施設およびその製造方法に関する。 The present invention relates to a traffic safety facility such as a signal pole or a signpost using a double steel pipe and a method of manufacturing the same.

従来、信号柱や標識柱に用いられる胴巻き二重鋼管101の第1の例として、外径165.2mm、厚さ5mm、長さ9mの内側の芯鋼管102と、外径177.8mm、厚さ4.5mm、長さ2.5mの外側の外鋼管103とから胴巻き二重鋼管101が構成され、外鋼管103と芯鋼管102との間に1.2mmの円周間隙5を開けた状態で外鋼管103の上下部を芯鋼管102に密封溶接104し、芯鋼管と外鋼管との間の内部空間において、芯鋼管102の上下部にそれぞれ空気抜き孔107,108を形成し、メッキ工程において、芯鋼管102と外鋼管103との間の円周間隙105にメッキを流入・流出するよう循環させ、その表面にメッキ層を形成するようにしていた。しかし、上記のような円周間隙(1.2mm)では、ほとんど隙間105がなく、メッキ層が十分形成されない難点がある。   Conventionally, as a first example of a body-wound double steel pipe 101 used for a signal pole or a signpost, an inner core steel pipe 102 having an outer diameter of 165.2 mm, a thickness of 5 mm, and a length of 9 m, an outer diameter of 177.8 mm, a thickness of 17 mm The outer steel pipe 103 having a length of 4.5 mm and a length of 2.5 m constitutes a body-wound double steel pipe 101, and a 1.2 mm circumferential gap 5 is opened between the outer steel pipe 103 and the core steel pipe 102. The upper and lower parts of the outer steel pipe 103 are hermetically welded 104 to the core steel pipe 102, and air vent holes 107 and 108 are formed in the upper and lower parts of the core steel pipe 102 in the internal space between the core steel pipe and the outer steel pipe. The plating is circulated so as to flow in and out of a circumferential gap 105 between the core steel pipe 102 and the outer steel pipe 103, so that a plating layer is formed on the surface. However, in the above-described circumferential gap (1.2 mm), there is almost no gap 105, and there is a problem that a plating layer is not sufficiently formed.

胴巻き二重鋼管101の第2の例として、外径190.7mm、厚さ5.3mm、長さ9mの内側の芯鋼管102と、外径216.3mm、厚さ4.5mm、長さ2.5mの外側の外鋼管103とから胴巻き二重鋼管101が構成され、外鋼管103と芯鋼管102との間に8.2mmの円周間隙105を開けた状態で外鋼管103の上下部を芯鋼管102に密封溶接し、芯鋼管102と外鋼管103との間の内部空間において、芯鋼管の上下部にそれぞれ空気抜き孔107,108を形成し、溶融メッキが上下の空気抜き孔107,108を循環しながら円周間隙105の表面にメッキ層を形成する二重鋼管101も知られている。 As a second example of the body-wound double steel pipe 101, an inner core steel pipe 102 having an outer diameter of 190.7 mm, a thickness of 5.3 mm, and a length of 9 m, an outer diameter of 216.3 mm, a thickness of 4.5 mm, and a length of 2 A 1.5 m outer steel pipe 103 constitutes a body-wound double steel pipe 101, and an upper and lower part of the outer steel pipe 103 is formed with a 8.2 mm circumferential gap 105 between the outer steel pipe 103 and the core steel pipe 102. Sealed and welded to the core steel pipe 102, air vent holes 107 and 108 are formed in the upper and lower portions of the core steel pipe in the internal space between the core steel pipe 102 and the outer steel pipe 103, respectively. A double steel pipe 101 that forms a plating layer on the surface of the circumferential gap 105 while circulating is also known.

さらに、特許文献1には、信号柱や標識柱ではないが、上部構造物の基礎杭として用いられる二重鋼管が開示されている。この二重鋼管は、地盤に設けられる外鋼管と、外鋼管の内側に設けられる内鋼管とを備え、内鋼管の内部空間を中空状として、内鋼管と外鋼管との間に経時硬化性材を充填した状態で、外鋼管及び前記内鋼管の上方に上部構造物を構築し、前記内鋼管は、孔開き鋼板を外面に取り付けることによって、外鋼管の内面と所定の間隔を確保する間隔保持部材を設け、周辺の地盤に比べて外鋼管及び内鋼管に発生する応力を小さくすることが可能な二重鋼管が開示されている。   Further, Patent Literature 1 discloses a double steel pipe that is not a signal pillar or a sign pillar but is used as a foundation pile of an upper structure. This double steel pipe includes an outer steel pipe provided on the ground and an inner steel pipe provided inside the outer steel pipe, and the inner space of the inner steel pipe is hollow, and a time-hardening material is provided between the inner steel pipe and the outer steel pipe. In the state filled with, the upper structure is constructed above the outer steel pipe and the inner steel pipe, and the inner steel pipe is provided with a perforated steel plate on the outer surface to maintain a predetermined interval with the inner surface of the outer steel pipe. There is disclosed a double steel pipe provided with a member and capable of reducing stress generated in an outer steel pipe and an inner steel pipe as compared with the surrounding ground.

特許6286882号公報Japanese Patent No. 6286882

ところで、二重鋼管において、上述の第1の例に示すように、円周間隙5(1.2mm)が狭く、かつ空気抜き孔の孔径が小さいと、脱脂、水洗、酸洗、水洗、フラックス処理、溶融亜鉛メッキ浴浸せきを経るメッキ工程において、脱脂からフラックス処理まで水溶液による処理や、温度が450℃前後(435℃〜465℃)のメッキ浴浸せき工程において、水溶液や溶融亜鉛メッキが芯鋼管の上下部の空気抜き孔から円周間隙に浸入・浸出することが難しくなる。特に、酸洗工程における酸洗スケール残存物が残りやすくなり、メッキ工程で円周間隙の内部表面においてメッキ不良となる。 By the way, in the double steel pipe, if the circumferential gap 5 (1.2 mm) is small and the hole diameter of the air vent hole is small as shown in the first example, degreasing, washing, pickling, washing, and flux treatment are performed. In a plating step through hot dip galvanizing bath immersion, in an aqueous treatment from degreasing to flux treatment, or in a plating bath immersion step at a temperature of about 450 ° C. (435 ° C. to 465 ° C.), an aqueous solution or hot dip galvanizing It is difficult to infiltrate / leak into the circumferential gap from the upper and lower air vent holes. In particular, the pickling scale residue in the pickling step is likely to remain, resulting in poor plating on the inner surface of the circumferential gap in the plating step.

また、第2の例に示すように、二重鋼管の円周間隙(8.2mm)が広くても、空気抜き孔は芯鋼管の強度上、あまり大きくできないので、メッキ工程全般において、水溶液や溶融亜鉛メッキが空気抜き孔から円周間隙に浸入・浸出することが難しくなる。特に、酸洗工程における酸洗スケール残存物が残りやすくなり、円周間隙の内部表面がメッキ不良となることは上記第1の例とほぼ同じである。しかも、高温(450℃前後)の溶融亜鉛メッキ浴浸せき工程において、二重鋼管の円周間隙に入り込んでいる空気が空気抜き孔から抜けにくくなり、水蒸気爆発が起こりやすくなる。そのため、外鋼管に亀裂Dが発生し、製品不良となるおそれがある。また、水蒸気爆発によるメッキ作業の危険性が危惧される。 Also, as shown in the second example, even if the circumferential gap (8.2 mm) of the double steel pipe is wide, the air vent hole cannot be made too large due to the strength of the core steel pipe. It becomes difficult for the zinc plating to intrude and leached from the air vent hole into the circumferential gap. In particular, it is almost the same as the first example that the pickling scale residue in the pickling step is likely to remain and the inner surface of the circumferential gap becomes poor in plating. In addition, in the hot-dip galvanizing bath immersion step at a high temperature (around 450 ° C.), the air that has entered the circumferential gap of the double-walled steel pipe is less likely to escape from the air vent hole, and a steam explosion is likely to occur. For this reason, cracks D may occur in the outer steel pipe, resulting in a defective product. In addition, there is a fear of danger of plating work due to steam explosion.

ところで、この種の二重鋼管を信号柱や標識柱として柱下部を地中に埋設した場合、図7に示すように、風や振動等により柱S(芯鋼管2)が揺れ、その負荷が外鋼管103と芯鋼管102との溶接部に応力集中し、溶接部付近から外鋼管103に亀裂が入るおそれがあった。特に、外鋼管103を電縫鋼管で形成している場合、電縫部付近の脆弱部に最も亀裂が入る確率が高くなる。そのため、風雨に晒されている信号柱Sや標識柱では外鋼管103と芯鋼管102との円周間隙105に雨水が浸入し、メッキ工程が良好でない場合、鋼管表面が酸化し錆等が発生して二重鋼管の強度が低下するおそれがあった。   By the way, when this type of double steel pipe is buried underground as a signal pole or a sign pole, as shown in FIG. 7, the pillar S (core steel pipe 2) shakes due to wind or vibration, and the load is reduced. Stress was concentrated on the welded portion between the outer steel pipe 103 and the core steel pipe 102, and there was a possibility that the outer steel pipe 103 might be cracked from near the welded portion. In particular, when the outer steel pipe 103 is formed of an electric resistance welded steel pipe, the probability that a crack is most likely to occur in a fragile part near the electric resistance welded part is increased. Therefore, in the signal pole S or the signpost exposed to the weather, rainwater infiltrates into the circumferential gap 105 between the outer steel pipe 103 and the core steel pipe 102, and when the plating process is not good, the steel pipe surface is oxidized and rust is generated. As a result, the strength of the double steel pipe may be reduced.

本発明は、上記に鑑み、二重鋼管の円周状の間隙を改善し、かつ外鋼管と芯鋼管との間の密閉空間を廃止して空気抜きがしやすい構造とすることで、メッキ工程における安全性を向上させ得る二重鋼管およびその製造方法の提供を目的としている。   In view of the above, the present invention improves the circumferential gap of the double steel pipe, and eliminates the closed space between the outer steel pipe and the core steel pipe to make it easy to release air, so that the plating process can be easily performed. It is an object of the present invention to provide a double steel pipe capable of improving safety and a method for manufacturing the same.

上記目的を達成するために、本発明は、内側の芯鋼管と外側の外鋼管とからなる二重鋼管を用いた信号柱または標識柱などの交通安全施設の製造方法において、前記芯鋼管の下部にメッキ工程において滞留する空気を抜くための空気抜き孔を形成し、前記芯鋼管を前記外鋼管に内嵌挿入して、前記空気抜き孔よりも上部において前記外鋼管の上端部と前記芯鋼管とを円周状に溶接固定し、かつ前記外鋼管の下端部と芯鋼管との間に溶融メッキが浸入・浸出するのに十分な円周状の開口を形成し、この開口を保持するために複数の開口保持材を設置し、次いで、前記二重鋼管を溶融メッキ浴に浸せきし、円周状の前記開口および前記空気抜き孔を通して前記芯鋼管と前記外鋼管との間の円周状の間隙に溶融メッキを浸入させ、その円周状の間隙の内側の鋼管表面にメッキ層を形成する。これにより、円周状の間隙の鋼管表面のメッキが良好に行える。 In order to achieve the above object, the present invention relates to a method for manufacturing a traffic safety facility such as a signal pole or a signpost using a double steel pipe composed of an inner core steel pipe and an outer steel pipe, wherein a lower part of the core steel pipe is provided. to form a vent for venting air staying in the plating step, the core steel pipe with inner fitting inserted into the outer steel pipe, the upper than said air vent hole and the upper end portion of the outer steel tube and the core steel pipe more in order to weld fixed circumferentially and form a sufficient circumferential opening for molten coating from entering-leaching between the lower end portion and the core steel pipe of the outer steel pipe, to hold the opening established the opening holding material, then immersing the double Tube to the molten bath, the circumferential gap between the core steel through circumferentially of said opening and said air vent hole and the outer steel pipe Infiltration of hot-dip plating and its circumferential gap Inside of the steel pipe surface to form a plated layer. Thereby, the plating of the steel pipe surface in the circumferential gap can be favorably performed.

また、前記複数の開口保持材として、前記芯鋼管と前記外鋼管との間の円周状の前記開口において、3個以上のスペーサを周方向に間隔をおいて設定し、これらのスペーサのうち少なくとも1個のスペーサを除いて複数のスペーサを予め前記外鋼管の内周面又は前記芯鋼管の外周面に溶接固定し、次に、前記芯鋼管を前記外鋼管に内嵌挿入した後、残りのスペーサを前記芯鋼管の外周面又は前記外鋼管の内周面に溶接することにより、前記外鋼管の下端部と前記芯鋼管との間の開口開口保持材を設置する。これにより、外鋼管に余分な応力が集中し、亀裂が入るのを防止することができる。 Also, as the plurality of openings holding material, in a circumferential shape of the opening between the outer steel pipe and the core steel pipe, set at intervals of three or more spacers in the circumferential direction, of the spacers except at least one spacer fixed by welding to the outer peripheral surface of the inner peripheral surface or the core steel tube advance the outer steel pipe a plurality of spacers, then, after the inner fitting inserted the core steel pipe to the outer steel pipe, the remaining by welding of the spacer on the outer peripheral surface or inner peripheral surface of the outer steel tube of the core steel pipe, installing the open holding material in the opening between the lower end portion of the outer steel pipe and the core steel pipe. As a result, it is possible to prevent excess stress from being concentrated on the outer steel pipe, thereby preventing the outer steel pipe from being cracked.

本発明によると、内側の芯鋼管と外側の外鋼管とからなる二重鋼管において、図7図9に示すように、外鋼管の上下両端部を密封するのではなく、外鋼管の下端部と芯鋼管との間に円周状の開口を形成し、これを保持するための開口保持材を設置し、円周状の開口および空気抜き孔を通して芯鋼管と外鋼管との間の円周状の間隙に溶融メッキを浸入させ、その円周状の間隙の内側の鋼管表面にメッキ層を良好に形成することができる。 According to the present invention, in a double steel pipe composed of an inner core steel pipe and an outer steel pipe, as shown in FIGS. 7 to 9, the upper and lower ends of the outer steel pipe are not sealed, but the lower end of the outer steel pipe is sealed. A circumferential opening is formed between the core steel pipe and the core steel pipe, and an opening holding material for holding the circumferential opening is installed . The circumferential opening between the core steel pipe and the outer steel pipe is formed through the circumferential opening and the air vent hole. The molten plating is infiltrated into the gap between the steel pipes, and the plating layer can be favorably formed on the surface of the steel pipe inside the circumferential gap .

また、芯鋼管を外鋼管に挿入する際、複数の開口保持材を外鋼管又は芯鋼管に溶接し、残りの少なくとも1個のスペーサを後付けするようにしているので、芯鋼管を外鋼管に挿入する際の両鋼管の中心軸を一致させ易くなり、芯鋼管の挿入作業を容易に行うことができる。 Further, when inserting the core steel pipe into the outer steel pipe, a plurality of opening holding members are welded to the outer steel pipe or the core steel pipe, and at least one remaining spacer is retrofitted, so that the core steel pipe is inserted into the outer steel pipe. In this case, the center axes of both steel pipes can be easily aligned, and the work of inserting the core steel pipe can be easily performed.

本発明に係る二重鋼管を信号柱に使用した例を示す概略図である。It is the schematic which shows the example which used the double steel pipe which concerns on this invention for a signal pillar. 本発明の二重鋼管をメッキ浴に浸せきしたときの状態を示す断面図で、(a)は溶融メッキの浸入状態を、(b)は同じく溶融メッキの浸出状態を示す。FIG. 3 is a cross-sectional view showing a state when the double steel pipe of the present invention is immersed in a plating bath, wherein (a) shows a state of infiltration of hot-dip plating, and (b) shows a state of leaching of hot-dip plating. 本発明の二重鋼管の組立工程を示す斜視図で、(a)は外鋼管のスペーサ溶接状態を、(b)は芯鋼管に外鋼管を外嵌し芯鋼管側に第4のスペーサを溶接固定した状態を示す。FIGS. 4A and 4B are perspective views showing an assembling process of a double steel pipe according to the present invention, wherein FIG. 4A shows a state in which a spacer is welded to an outer steel pipe, and FIG. Shows the fixed state. 二重鋼管の下部側を示し、(a)は底面図、(b)は断面図である。It shows the lower side of the double steel pipe, (a) is a bottom view, and (b) is a sectional view. 二重鋼管の製造工程を示すフローチャートである。It is a flowchart which shows the manufacturing process of a double steel pipe. 図5のメッキ工程を示すフローチャートである。It is a flowchart which shows the plating process of FIG. 従来の二重鋼管を信号柱に使用した例を示す概略図である。It is the schematic which shows the example which used the conventional double steel pipe for the signal pillar. 同じく従来の二重鋼管の一部を示す概略斜視図である。FIG. 4 is a schematic perspective view showing a part of a conventional double steel pipe. 従来の二重鋼管をメッキ浴に浸漬したときの状態を示す断面図で、(a)は溶融メッキの浸入状態を、(b)は同じく溶融メッキの浸出状態を示す。FIG. 4 is a cross-sectional view showing a state when a conventional double steel pipe is immersed in a plating bath, wherein (a) shows a state of infiltration of hot-dip plating, and (b) shows a state of leaching of hot-dip plating.

以下、本発明の実施形態を図面に基づいて説明する。まず、二重鋼管1の構成について説明する。本実施形態の二重鋼管1は、内側の芯鋼管2と外側の外鋼管3とからなり、例えば、図1に示すように信号S1を有する信号柱Sや図示しない標識柱に使用される。二重鋼管1は、信号柱S等の下部側であって、地中埋設部分及び地上から露出する露出部のうち、下側1/3程度を外鋼管3によって覆ったものである。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. First, the configuration of the double steel pipe 1 will be described. The double steel pipe 1 of the present embodiment includes an inner core steel pipe 2 and an outer steel pipe 3 and is used for, for example, a signal pole S having a signal S1 as shown in FIG. The double steel pipe 1 is a lower part of the signal pole S or the like, and the lower one third of the underground part and the exposed part exposed from the ground is covered with the outer steel pipe 3.

内側の芯鋼管2は、例えば、外径190.7mm、厚さ5.3mm、長さ9mの一般・建築構造用炭素鋼鋼管を使用する。外側の外鋼管3は、外径216.3mm、内径206.9mm、厚さ4.5mm、長さ2.5mの鋼管を使用する。外鋼管3は、外側表面には梨地のエンボス加工が施され、貼り紙防止機能が付与されている。外鋼管3の設置高さは、貼り紙防止機能を発揮でるように、例えば、地中埋設部分を0.5m、地上露出長さを2.0mに設定することができるが、これに限定されるものではない。 The inner core steel pipe 2 is, for example, a carbon steel pipe for general / building structure having an outer diameter of 190.7 mm, a thickness of 5.3 mm, and a length of 9 m. As the outer outer steel pipe 3, a steel pipe having an outer diameter of 216.3 mm, an inner diameter of 206.9 mm, a thickness of 4.5 mm, and a length of 2.5 m is used. The outer surface of the outer steel pipe 3 is embossed on a satin finish so as to have a sticking prevention function. The installation height of the outer steel pipe 3 can be set to, for example, 0.5 m for the underground buried portion and 2.0 m for the ground exposure length so as to exert the function of preventing sticking, but is not limited thereto. Not something.

上記の芯鋼管2と外鋼管3とからなる胴巻き二重鋼管1においては、外鋼管3の上端部と芯鋼管2とが円周状に溶接Wされて固定される。この際、外鋼管3の上端部は芯鋼管2側に絞り加工4が施され、外鋼管3の上端部の内周縁が芯鋼管2の外表面に接する程度にされている。これにより、外鋼管3の上端部と芯鋼管2とを強固に溶接固定することができる。 In the body-wound double steel pipe 1 including the core steel pipe 2 and the outer steel pipe 3, the upper end of the outer steel pipe 3 and the core steel pipe 2 are welded circumferentially and fixed. At this time, the upper end of the outer steel pipe 3 is subjected to drawing processing 4 on the core steel pipe 2 side, so that the inner peripheral edge of the upper end of the outer steel pipe 3 is in contact with the outer surface of the core steel pipe 2. Thereby, the upper end portion of the outer steel pipe 3 and the core steel pipe 2 can be firmly fixed by welding.

上述の芯鋼管2と外鋼管3を使用すれば、両者の間は半径方向で8.1mmの円周状の間隙5が開けられることになる。この円周状の間隙5は、溶融亜鉛メッキが浸入・浸出するのに十分な間隙であり、円周状の間隙5に面する芯鋼管2の外表面及び外鋼管3の内周面に十分メッキ層6が施されることになる。 If the above-mentioned core steel pipe 2 and outer steel pipe 3 are used, a circumferential gap 5 of 8.1 mm in the radial direction is formed between them. The circumferential gap 5 is a gap sufficient for the hot-dip galvanizing to enter and leak out, and is sufficiently formed on the outer surface of the core steel pipe 2 and the inner circumferential surface of the outer steel pipe 3 facing the circumferential gap 5. The plating layer 6 will be applied.

芯鋼管2の下部には、溶融メッキ浴浸せき時に芯鋼管2の内部と外鋼管3の内側との間で溶融メッキを浸入・浸出することができる複数の空気抜き孔7が同じ高さに形成されている。この空気抜き孔7は、芯鋼管2と外鋼管3との接合部位である円周状の溶接部Wの直下位置に形成される。空気抜き孔7の孔径は、本例では、空気抜きが可能な直径32mm程度とされる。これにより、高温の溶融メッキ浴に浸せきしても、円周状の間隙5に滞留する空気は十分芯鋼管2側に排出される。 In the lower part of the core steel pipe 2, a plurality of air vent holes 7 are formed at the same height, through which the hot-dip plating can enter and leak between the inside of the core steel pipe 2 and the inside of the outer steel pipe 3 during immersion in the hot-dip plating bath. ing. The air vent hole 7 is formed at a position immediately below a circumferential welded portion W which is a joint portion between the core steel pipe 2 and the outer steel pipe 3. In this example, the hole diameter of the air vent hole 7 is set to about 32 mm in diameter from which air can be vented. As a result, even when immersed in the hot-dip plating bath, the air remaining in the circumferential gap 5 is sufficiently discharged to the core steel pipe 2 side.

外鋼管3の下端部と芯鋼管2との間には、円周状の間隙5に連続して溶融亜鉛メッキが浸入・浸出するのに十分な円周状の開口5aが形成される。この開口5aを保持するための開口保持材8として複数のスペーサ8a〜8dが設置される。本例においては、開口保持材8として、芯鋼管2と外鋼管3との間の円周開口5に4箇所のスペーサ8a〜8dを等間隔に介在する。このとき、隣り合う第1〜第3の3個のスペーサ8a〜8cは、外鋼管3の内周面に溶接固定される。残りの1個である第4のスペーサ8dは芯鋼管2の外周面に溶接し、芯鋼管2と外鋼管3との間に生じる鋼管の中心軸周りの捩れに対して対応するようにする。スペーサ8a〜8dの厚みは円周状の開口5aとほぼ同じとし、長さ25mm程度、円周方向の幅20mm程度とすることにより、スペーサ8a〜8d間の開口5aに十分溶融メッキが入るように設定される。 Between the lower end portion of the outer steel pipe 3 and the core steel pipe 2, a circumferential opening 5 a is formed which is continuous with the circumferential gap 5 and is sufficient for the hot-dip galvanizing to enter and leak . A plurality of spacers 8a to 8d are provided as an opening holding material 8 for holding the opening 5a . In this example, four spacers 8 a to 8 d are interposed at regular intervals in the circumferential opening 5 between the core steel pipe 2 and the outer steel pipe 3 as the opening holding material 8. At this time, the three adjacent first to third spacers 8a to 8c are fixed to the inner peripheral surface of the outer steel pipe 3 by welding. The remaining one fourth spacer 8d is welded to the outer peripheral surface of the core steel pipe 2 so as to cope with a twist around the central axis of the steel pipe generated between the core steel pipe 2 and the outer steel pipe 3. The thickness of the spacers 8a to 8d is substantially the same as that of the circumferential opening 5a, and the length is about 25 mm and the circumferential width is about 20 mm, so that the molten plating can sufficiently enter the opening 5a between the spacers 8a to 8d. Is set to

次に、図5及び図6に基づいて、二重鋼管1の製造方法を説明する。まず、図5に示すように、外鋼管3の上端を芯鋼管2に溶接できるように絞り加工4を施す。次に、外鋼管3の下部内周面に第1〜第3のスペーサ8a〜8cを溶接する。次に、芯鋼管2の下部に空気抜き孔7を孔加工する。そして、芯鋼管2を外鋼管3の内部に挿入し、外鋼管3の上端部を芯鋼管2に円周状に溶接Wする。芯鋼管2を外鋼管3に挿入する際、両者の中心軸が合致するように挿入されるのが望ましい。本例では、芯鋼管2を外鋼管3に挿入する際、開口保持材8として外鋼管3の3箇所のスペーサ8a〜8cを溶接したのみであり、残り1個のスペーサ8dは後付けするため、芯鋼管2と外鋼管3に挿入する際に、挿入を容易にすると共に、後付けの第4のスペーサ8dにより、両鋼管2,3の中心軸を一致させる作業は容易に行うことができる。 Next, a method of manufacturing the double steel pipe 1 will be described with reference to FIGS. First, as shown in FIG. 5, drawing 4 is performed so that the upper end of the outer steel pipe 3 can be welded to the core steel pipe 2. Next, the first to third spacers 8a to 8c are welded to the lower inner peripheral surface of the outer steel pipe 3. Next, an air vent hole 7 is formed in the lower part of the core steel pipe 2. Then, the core steel pipe 2 is inserted into the outer steel pipe 3, and the upper end of the outer steel pipe 3 is circumferentially welded W to the core steel pipe 2. When the core steel pipe 2 is inserted into the outer steel pipe 3, it is desirable that the core steel pipe 2 is inserted so that the central axes of the two coincide. In this example, when the core steel pipe 2 is inserted into the outer steel pipe 3, only the three spacers 8a to 8c of the outer steel pipe 3 are welded as the opening holding material 8, and the remaining one spacer 8d is retrofitted. When inserting the steel pipes 2 and 3 into the core steel pipe 2 and the outer steel pipe 3, the work can be easily performed, and the center axes of the steel pipes 2 and 3 can be easily matched by the fourth spacer 8 d that is attached later.

次に、第4のスペーサ8dを芯鋼管2側に溶接すると、芯鋼管2と外鋼管3の中心軸が一致すると共に、芯鋼管2と外鋼管3の下端部とは互いに円周方向で規制されていないので、両鋼管2,3の中心軸回りの捩り変形にも対応することができる。 Next, when the fourth spacer 8d is welded to the core steel pipe 2, the center axes of the core steel pipe 2 and the outer steel pipe 3 coincide with each other, and the lower end portions of the core steel pipe 2 and the outer steel pipe 3 are regulated in the circumferential direction. because they are not, it is possible to cope with torsional Ri deformation of the central axis of the two steel pipes 2 and 3.

二重鋼管1の組立後には、芯鋼管2と外鋼管3とをメッキ処理する。図6はメッキ工程を示すフローチャートである。まず、付着している油脂類を除去するため加温したアルカリ脱脂液に製品を浸せきする。その後、清浄な水の中に浸せきし、鋼管の表面に付着しているアルカリ分を除去する。そして、所定の濃度の塩酸に浸せきし、錆や黒皮を除去する。   After assembling the double steel pipe 1, the core steel pipe 2 and the outer steel pipe 3 are plated. FIG. 6 is a flowchart showing the plating process. First, the product is immersed in a heated alkaline degreasing solution to remove adhering fats and oils. Then, it is immersed in clean water to remove the alkali adhering to the surface of the steel pipe. Then, it is immersed in hydrochloric acid of a predetermined concentration to remove rust and scale.

酸洗後に、清浄な水の中に製品を浸せきし、表面に付着している酸分を除去する。その後、加温した塩化アンモニウム溶液に浸せきし、被メッキ面を清浄にし、メッキ処理までの錆の発生を防止するフラックス処理を行う。フラックス処理後は、製品を溶融亜鉛メッキ浴に浸せきし、メッキ処理を行う。メッキ処理は、通常、高温の処理液に浸せきするので、場合によっては歪発生のおそれがあり、これを回避するため、冷却して安定したメッキ被膜を形成させる。 After pickling, the product is immersed in clean water to remove the acid adhering to the surface. Thereafter, the substrate is immersed in a heated ammonium chloride solution to clean the surface to be plated and to perform a flux treatment for preventing generation of rust until the plating treatment. After the flux treatment, the product is immersed in a hot-dip galvanizing bath to perform a plating treatment. The plating process is usually immersed in a high-temperature processing solution, and thus may cause distortion in some cases. In order to avoid this, cooling is performed to form a stable plating film.

このような内側の芯鋼管2と外側の外鋼管3とからなる二重鋼管1において、外鋼管3の上下両端部を密封するのではなく、外鋼管3の下端部と芯鋼管2との間に円周状の開口5aを形成し、これを保持するための開口保持材8としてスペーサ8a〜8dを設置するようにしているので、円周状の開口5aから溶融メッキを浸入・浸出させ、内側の芯鋼管2と外側の外鋼管3の間の鋼管表面に溶融メッキ層6を良好に形成することができる。しかも、円周状の開口5aおよび空気抜き孔7を通して溶融メッキが芯鋼管2の内部と外側の外鋼管3の内部とを循環するので、従来のような閉鎖空間により水蒸気爆発を起こす危険性も少なく、安全性に優れている。 In such a double steel pipe 1 composed of the inner core steel pipe 2 and the outer steel pipe 3, the upper and lower ends of the outer steel pipe 3 are not sealed, but the gap between the lower end of the outer steel pipe 3 and the core steel pipe 2. Is formed, and spacers 8a to 8d are provided as opening holding members 8 for holding the openings . Therefore, molten plating is intruded and leached from the circumferential openings 5a. The hot-dip layer 6 can be favorably formed on the steel pipe surface between the inner core steel pipe 2 and the outer steel pipe 3 . In addition, since the hot-dip plating circulates through the inside of the core steel pipe 2 and the inside of the outer steel pipe 3 outside through the circumferential opening 5a and the air vent hole 7, there is little danger of steam explosion due to the conventional closed space. Excellent in safety.

また、開口保持材8として、芯鋼管2側に溶接する第4のスペーサ8dと外鋼管3側に溶接する第1〜第3のスペーサ8a〜8cとは、それぞれ相対する他方の鋼管に溶接されているわけではないので、両者の中心軸周りの捩れを許容し、この二重鋼管1を信号柱Sや標識柱に使用した場合、風や振動等により柱が揺れたとしても、外鋼管3に余分な応力が集中するのを回避して、外鋼管3に亀裂が入るのを防止することができる。 Further, as the opening holding material 8 , the fourth spacer 8d welded to the core steel pipe 2 side and the first to third spacers 8a to 8c welded to the outer steel pipe 3 side are welded to the other steel pipes facing each other. Therefore, when the double steel pipe 1 is used as a signal pole S or a sign pole, even if the pillar is shaken by wind or vibration, the outer steel pipe 3 is allowed. In this case, it is possible to prevent the external steel pipe 3 from being cracked by avoiding concentration of excess stress on the outer steel pipe.

なお、本発明は上記実施形態に限定されるものではなく、本発明の範囲内で多くの修正・変更を加えることができるのは勿論である。 The present invention is not limited to the above embodiments, Ru course der You can make many modifications and changes within the scope of the present invention.

例えば、上記実施形態では、開口保持材8として外鋼管3の内周面の3箇所にスペーサ8a〜8cを溶接し、残り1個のスペーサ8dを芯鋼管2側に溶接した例を示したが、これとは逆に、芯鋼管2の外周面の3箇所にスペーサ8a〜8cを溶接固定し、残り1個のスペーサ8dを外鋼管3側に溶接固定する態様であってもよい。さらに、各スペーサ8a〜8dの溶接は、芯鋼管2及び外鋼管3のいずれか一つまたは両方に溶接する態様であってもよい。 For example, in the above-described embodiment, an example is shown in which spacers 8a to 8c are welded to three places on the inner peripheral surface of the outer steel pipe 3 as the opening holding material 8, and the remaining one spacer 8d is welded to the core steel pipe 2 side. Conversely, the spacers 8a to 8c may be welded and fixed to three places on the outer peripheral surface of the core steel pipe 2, and the remaining one spacer 8d may be welded and fixed to the outer steel pipe 3 side. Furthermore, the spacers 8a to 8d may be welded to one or both of the core steel pipe 2 and the outer steel pipe 3.

さらに、開口保持材8の個数は、本実施形態のように4個に限らず、3個以上ならば特に限定されるものではない。すなわち、開口保持材8は、3個以上のスペーサを周方向に間隔をおいて設定し、これらのスペーサのうち少なくとも1個のスペーサを除いて複数のスペーサを予め外鋼管の内周面又は芯鋼管の外周面に溶接固定する態様であればよい。この際、事前に溶接しない残りのスペーサが個数は、1個に限らず2個以上であってもよい。さらに、スペーサの配置間隔は等間隔に限るものではなく、状況に応じて適宜間隔を設定することができる。 Further, the number of the opening holding members 8 is not limited to four as in the present embodiment, and is not particularly limited as long as it is three or more. That is, in the opening holding material 8, three or more spacers are set at intervals in the circumferential direction, and a plurality of spacers except for at least one of these spacers is previously formed on the inner circumferential surface or core of the outer steel pipe. Any mode may be used as long as it is welded and fixed to the outer peripheral surface of the steel pipe. At this time, the number of remaining spacers that are not welded in advance is not limited to one, and may be two or more. Further, the spacing between the spacers is not limited to the regular spacing, and the spacing can be set appropriately according to the situation.

1 二重鋼管
2 芯鋼管
3 外鋼管
4 絞り加工
円周状の間隙
5a 円周状の開口
6 メッキ層
7 空気抜き孔
開口保持材
8a〜8d スペーサ
S 信号柱
S1 信号
W 溶接


Reference Signs List 1 double steel pipe 2 core steel pipe 3 outer steel pipe 4 drawing 5 circumferential gap
5a Circular opening 6 Plating layer 7 Air vent hole 8 Opening holding material 8a to 8d Spacer S Signal pillar S1 Signal W Welding


Claims (5)

内側の芯鋼管と外側の外鋼管とからなる二重鋼管の製造方法において、芯鋼管の下部にメッキ工程において滞留する空気を抜くための空気抜き孔を形成し、芯鋼管を外鋼管に内嵌挿入して、前記空気抜き孔よりも上部において外鋼管の上端部と芯鋼管とを円周状に溶接固定し、かつ外鋼管の下端部と芯鋼管との間に円周状の間隙を形成し、この間隙を保持するために複数の間隙保持材を設置し、次いで、芯鋼管と外鋼管との間隙に溶融メッキを浸入させ、この円周状の間隙の内側表面にメッキ層を形成することを特徴とする二重鋼管の製造方法。   In the method for manufacturing a double steel pipe comprising an inner core steel pipe and an outer steel pipe, an air vent hole for removing air staying in the plating step is formed in a lower part of the core steel pipe, and the core steel pipe is inserted into the outer steel pipe. Then, the upper end of the outer steel pipe and the core steel pipe are circumferentially welded and fixed above the air vent hole, and a circumferential gap is formed between the lower end of the outer steel pipe and the core steel pipe, A plurality of gap holding materials are installed to hold the gap, and then molten plating is introduced into the gap between the core steel pipe and the outer steel pipe to form a plating layer on the inner surface of the circumferential gap. Characteristic method of manufacturing double steel pipe. 前記複数の間隙保持材として、芯鋼管と外鋼管との間の円周状の間隙において、3個以上のスペーサを周方向に間隔をおいて設定し、これらのスペーサのうち少なくとも1個のスペーサを除いて複数のスペーサを予め外鋼管の内周面又は芯鋼管の外周面に溶接固定し、次に、芯鋼管を外鋼管に内嵌挿入した後、残りのスペーサを芯鋼管の外周面又は外鋼管の内周面に溶接することにより、外鋼管の下端部と芯鋼管との間隙に間隙保持材を設置する、請求項1に記載の二重鋼管の製造方法。   As the plurality of gap holding members, three or more spacers are set at circumferential intervals in a circumferential gap between the core steel pipe and the outer steel pipe, and at least one of these spacers is set. A plurality of spacers are fixed in advance by welding to the inner peripheral surface of the outer steel pipe or the outer peripheral surface of the core steel pipe, and then, after the core steel pipe is inserted into the outer steel pipe, the remaining spacers are attached to the outer peripheral face of the core steel pipe or The method for manufacturing a double steel pipe according to claim 1, wherein the gap holding material is installed in a gap between a lower end portion of the outer steel pipe and the core steel pipe by welding to an inner peripheral surface of the outer steel pipe. 内側の芯鋼管と外側の外鋼管とからなる二重鋼管において、前記芯鋼管の下部にメッキ工程において滞留する空気を抜くための空気抜き孔が形成され、前記空気抜き孔よりも上部において前記外鋼管の上端部と芯鋼管とが円周状に溶接固定され、前記外鋼管の下端部と前記芯鋼管との間に円周状の間隙が形成され、この間隙を保持するために複数の間隙保持材が設置され、前記芯鋼管と前記外鋼管との間の円周状の間隙の内側表面にメッキ層が形成されたことを特徴とする二重鋼管。   In a double steel pipe composed of an inner core steel pipe and an outer steel pipe, an air vent hole is formed at a lower portion of the core steel pipe for removing air stagnant in a plating step, and the outer steel pipe is formed above the air vent hole. The upper end portion and the core steel tube are welded and fixed in a circumferential shape, and a circumferential gap is formed between the lower end portion of the outer steel tube and the core steel tube. Wherein a plated layer is formed on an inner surface of a circumferential gap between the core steel pipe and the outer steel pipe. 前記間隙保持材として、芯鋼管と外鋼管との間の円周状の間隙において、複数個のスペーサが周方向に間隔をおいて設置され、芯鋼管の外周面及び外鋼管の内周面のうちいずれか一方又は両方に溶接固定されていることを特徴とする請求項3に記載の二重鋼管。   As the gap holding material, in a circumferential gap between the core steel pipe and the outer steel pipe, a plurality of spacers are installed at intervals in a circumferential direction, and an outer peripheral surface of the core steel pipe and an inner peripheral surface of the outer steel pipe are provided. The double steel pipe according to claim 3, wherein the double steel pipe is fixed by welding to one or both of them. 請求項3又は4に記載の二重鋼管を用いた信号柱または標識柱などの交通安全施設。
A traffic safety facility such as a signal pole or a signpost using the double steel pipe according to claim 3.
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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56145077U (en) * 1980-03-31 1981-11-02
JPH05287712A (en) * 1992-02-12 1993-11-02 Nippon Mektron Ltd Traffic sign post
JPH08141669A (en) * 1994-11-22 1996-06-04 Matsuyama Denki Kk Method for connecting tube of dissimilar diameter
JP2001303715A (en) * 1999-11-18 2001-10-31 Nippon Steel Composite Co Ltd Metal tubular column, and reinforcing method thereof
JP2004068307A (en) * 2002-08-02 2004-03-04 Kawatetsu Kokan Kk Base structure of metal stand column
JP2004108133A (en) * 2002-07-22 2004-04-08 Kokuyo Denko Kk Built-up post structure
US7003919B2 (en) * 2003-02-11 2006-02-28 Caminoverde Ii, L.L.P. Post mount assembly
JP2008095318A (en) * 2006-10-10 2008-04-24 Sekisui Jushi Co Ltd Snow pole doubling as road sign post
JP2013221384A (en) * 2012-04-19 2013-10-28 Jfe West Japan Gs Co Ltd Base structure of metal pipe column
JP2014163188A (en) * 2013-02-27 2014-09-08 Sports Techno Wako Co Ltd Column protection tool
JP2015034454A (en) * 2013-07-10 2015-02-19 Jfe西日本ジーエス株式会社 Reinforcing structure of metal pipe columnar support

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56145077U (en) * 1980-03-31 1981-11-02
JPH05287712A (en) * 1992-02-12 1993-11-02 Nippon Mektron Ltd Traffic sign post
JPH08141669A (en) * 1994-11-22 1996-06-04 Matsuyama Denki Kk Method for connecting tube of dissimilar diameter
JP2001303715A (en) * 1999-11-18 2001-10-31 Nippon Steel Composite Co Ltd Metal tubular column, and reinforcing method thereof
JP2004108133A (en) * 2002-07-22 2004-04-08 Kokuyo Denko Kk Built-up post structure
JP2004068307A (en) * 2002-08-02 2004-03-04 Kawatetsu Kokan Kk Base structure of metal stand column
US7003919B2 (en) * 2003-02-11 2006-02-28 Caminoverde Ii, L.L.P. Post mount assembly
JP2008095318A (en) * 2006-10-10 2008-04-24 Sekisui Jushi Co Ltd Snow pole doubling as road sign post
JP2013221384A (en) * 2012-04-19 2013-10-28 Jfe West Japan Gs Co Ltd Base structure of metal pipe column
JP2014163188A (en) * 2013-02-27 2014-09-08 Sports Techno Wako Co Ltd Column protection tool
JP2015034454A (en) * 2013-07-10 2015-02-19 Jfe西日本ジーエス株式会社 Reinforcing structure of metal pipe columnar support

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