JP2015034414A - Hollow column - Google Patents

Hollow column Download PDF

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JP2015034414A
JP2015034414A JP2013165857A JP2013165857A JP2015034414A JP 2015034414 A JP2015034414 A JP 2015034414A JP 2013165857 A JP2013165857 A JP 2013165857A JP 2013165857 A JP2013165857 A JP 2013165857A JP 2015034414 A JP2015034414 A JP 2015034414A
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hollow column
hollow
ground
flexible pipe
cavity
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皆吉 博保
Hiroyasu Minayoshi
博保 皆吉
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NTT Infrastructure Network Corp
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NTT Infrastructure Network Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a hollow column in which a cable member of an electric wire, a signal line, etc. is allowed to pass easily and certainly through a cavity of the inside of the hollow column even if the inside of the hollow column is reinforced.SOLUTION: A hollow column 1 is a hollow column which is erected on the ground with the lower part embedded under the ground, and includes a reinforcement part 10 which is disposed at a cavity 5 of the hollow column 1 and a flexible duct line material 11 for guiding a cable member S through the reinforcement part 10. The cable member S of an electric wire, a signal line, etc. is allowed to pass through the cavity 5 of the inside of the hollow column 1 even if the inside of the hollow column is reinforced.

Description

本発明は、下部が地中に埋設されて地上に立設された、例えば各種鋼管柱やコンクリート電柱等の中空柱に関する。   The present invention relates to a hollow column such as various steel pipe columns and concrete electric poles, for example, having a lower portion buried in the ground and standing on the ground.

鋼管柱やコンクリート電柱等の中空柱は、通常その基端部の所定長部分が地中に埋設されて、地上に立設される。このような中空柱は、内部に空洞を有する中空の筒状体である。中空柱では、例えばその地中に埋設された地中部分と、地上に立設された地上部分との境の地際から、1m程上方の側面に側面開口が形成されている。複数本の補強用棒状部材が、この側面開口を通じて中空柱の内部に挿入されることで、中空柱は補強されている(特許文献1を参照)。   A hollow column such as a steel pipe column or a concrete utility column is usually erected on the ground with a predetermined length of a base end portion buried in the ground. Such a hollow column is a hollow cylindrical body having a cavity inside. In the hollow pillar, for example, a side opening is formed on the side surface about 1 m above the boundary between the underground part buried in the ground and the ground part standing on the ground. The hollow columns are reinforced by inserting a plurality of reinforcing rod-shaped members into the hollow columns through the side openings (see Patent Document 1).

特開2011−157769号公報JP 2011-157769 A

ところが、上述した特許文献1に記載の中空柱では、中空柱の内部に、複数本の補強用棒状部材が挿入して補強されているので、この中空柱の内部の空洞に電線や信号線等のケーブル部材を通そうとする場合に、ケーブル部材を複数本の補強用棒状部材を避けて通すことが難しい。   However, in the hollow column described in Patent Document 1 described above, a plurality of reinforcing rod-shaped members are inserted into the hollow column to be reinforced, so that an electric wire, a signal line, or the like is inserted into the hollow of the hollow column. When trying to pass the cable member, it is difficult to pass the cable member while avoiding the plurality of reinforcing rod-like members.

本発明は、上記に鑑みてなされたもので、その目的とするところは、中空柱の内部が補強されていても、中空柱の内部の空洞に電線や信号線等のケーブル部材を容易にしかも確実に通すことができる中空柱を提供することにある。   The present invention has been made in view of the above, and an object of the present invention is to facilitate the provision of cable members such as electric wires and signal wires in the cavities inside the hollow columns even if the inside of the hollow columns is reinforced. An object of the present invention is to provide a hollow column that can be reliably passed.

上記課題を達成するため、請求項1に記載の中空柱は、下部が地中に埋設されて地上に立設される中空柱であって、前記中空柱の空洞に配置される補強部と、前記補強部を通っておりケーブル部材を案内するための可撓管路材と、を有することを要旨とする。   In order to achieve the above object, the hollow column according to claim 1 is a hollow column with a lower part embedded in the ground and standing on the ground, and a reinforcing part disposed in a cavity of the hollow column, The gist of the invention is to have a flexible pipe material for guiding the cable member through the reinforcing portion.

請求項1に記載の中空柱では、中空柱の内部が補強されていても、可撓管路材を通じて、中空柱の内部の空洞に電線や信号線等のケーブル部材を容易にしかも確実に通すことができる。   In the hollow column according to claim 1, even if the inside of the hollow column is reinforced, a cable member such as an electric wire or a signal line is easily and reliably passed through the hollow inside the hollow column through the flexible pipe material. be able to.

請求項2に記載の中空柱では、前記補強部は、複数のアラミドロッドと、複数の鋼線と、前記可撓管路材を通し、前記複数のアラミドロッドと前記複数の鋼線を前記中空柱の前記空洞内で前記中空柱の周方向に交互に均等に配置する均等配置治具と、を有する。   The hollow pillar according to claim 2, wherein the reinforcing portion passes a plurality of aramid rods, a plurality of steel wires, and the flexible pipe material, and the plurality of aramid rods and the plurality of steel wires are hollowed out. And an equal placement jig for alternately and evenly arranging in the circumferential direction of the hollow column within the cavity of the column.

請求項2に記載の中空柱では、補強部の複数のアラミドロッドと複数の鋼線は、均等配置治具により均等に配置することで中空柱を周方向に均一に補強でき、しかもこの均等配置治具は可撓管路材を通すことができる。   In the hollow column according to claim 2, the plurality of aramid rods and the plurality of steel wires of the reinforcing portion can be uniformly reinforced in the circumferential direction by evenly arranging the plurality of aramid rods and the plurality of steel wires by the uniform arrangement jig, and this equal arrangement The jig can pass the flexible pipe material.

請求項3に記載の中空柱では、前記均等配置治具は、前記可撓管路材を通すための中央開口部を有する。   In the hollow pillar of Claim 3, the said equal arrangement jig | tool has the center opening part for letting the said flexible pipe material pass.

請求項3に記載の中空柱では、可撓管路材は、均等配置治具の中央開口部を通じて容易にしかも確実に中空柱の空洞内を通すことができる。   In the hollow column according to the third aspect, the flexible pipe material can be easily and reliably passed through the hollow of the hollow column through the central opening of the uniform arrangement jig.

請求項4に記載の中空柱では、前記中空柱の前記下部には、前記可撓管路材を前記中空柱の前記空洞内に挿入するための開口部が形成されている。   In the hollow column according to claim 4, an opening for inserting the flexible pipe material into the cavity of the hollow column is formed in the lower portion of the hollow column.

請求項4に記載の中空柱では、可撓管路材は、中空柱の下部の開口部を通じて中空柱の空洞内に容易に導入することができる。   In the hollow column according to the fourth aspect, the flexible pipe material can be easily introduced into the cavity of the hollow column through the opening in the lower part of the hollow column.

本発明によれば、中空柱の内部が補強されていても、中空柱の内部の空洞に電線や信号線等のケーブル部材を容易にしかも確実に通すことができる中空柱を提供できる。   ADVANTAGE OF THE INVENTION According to this invention, even if the inside of a hollow pillar is reinforced, the hollow pillar which can pass cable members, such as an electric wire and a signal wire, easily and reliably can pass through the cavity inside a hollow pillar.

本発明の中空柱の実施形態を示す正面図である。It is a front view which shows embodiment of the hollow pillar of this invention. 図1に示す中空柱と、この中空柱の空洞内に配置されている中空柱の補強部と、電線や通信線等のケーブル部材を案内する可撓管路材を示す斜視図である。It is a perspective view which shows the flexible pipe | tube material which guides cable members, such as the hollow pillar shown in FIG. 1, the reinforcement part of the hollow pillar arrange | positioned in the cavity of this hollow pillar, and an electric wire and a communication wire. 均等配置治具の構造例を示す平面図である。It is a top view which shows the structural example of a uniform arrangement | positioning jig | tool.

以下、図面を用いて、本発明を実施するための形態(以下、実施形態と称する)を説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out the present invention (hereinafter referred to as embodiments) will be described with reference to the drawings.

図1は、本発明の中空柱の実施形態を示す正面図である。図2は、図1に示す中空柱1と、この中空柱1の空洞5内に配置されている中空柱の補強部10と、電線や通信線等のケーブル部材Sを案内する可撓管路材11を示す斜視図である。   FIG. 1 is a front view showing an embodiment of a hollow column of the present invention. 2 shows the hollow column 1 shown in FIG. 1, the reinforcing portion 10 of the hollow column disposed in the cavity 5 of the hollow column 1, and the flexible conduit for guiding the cable member S such as an electric wire or a communication line. 3 is a perspective view showing a material 11. FIG.

図1に示す中空柱1は、例えばテーパの無い鋼管柱である。しかし、本発明の中空柱としては、これに限らずテーパの有る鋼管柱や、コンクリート製柱(例えばテーパの有るコンクリート製電柱やテーパの無いコンクリート製電柱)が含まれる。   The hollow pillar 1 shown in FIG. 1 is a steel pipe pillar without a taper, for example. However, the hollow pillar of the present invention is not limited to this, and includes a steel pipe pillar having a taper and a concrete pillar (for example, a concrete power pole having a taper or a concrete power pole having no taper).

図1では、中空柱1の上部の図示が省略されている。中空柱1の基端部2から所定長の下部が地中部分3として地中に埋設されて立設され、中空柱1の残りの部分は、地上部分4として地上に現れる。中空柱1の基端部2は閉じている。   In FIG. 1, illustration of the upper part of the hollow column 1 is omitted. A lower portion of a predetermined length from the base end portion 2 of the hollow column 1 is embedded and standing as an underground portion 3, and the remaining portion of the hollow column 1 appears on the ground as a ground portion 4. The base end 2 of the hollow column 1 is closed.

図1と図2に示すように、中空柱1の内部構造は、内径が長さ方向に沿って一定の空洞5を有しており、中空の筒状体である。図1に示すように、この中空柱1の地中部分3には、開口部6が設けられており、地上部分4には、側部開口7が設けられている。この開口部6は、例えば長方形状を有しており、中空柱1の長手方向Zに沿って形成されている。側部開口7は、例えば縦長の長方形状を有しており、中空柱1の長手方向Zに沿って形成されている。   As shown in FIGS. 1 and 2, the internal structure of the hollow column 1 has a hollow 5 having an inner diameter that is constant along the length direction, and is a hollow cylindrical body. As shown in FIG. 1, an opening 6 is provided in the underground portion 3 of the hollow column 1, and a side opening 7 is provided in the ground portion 4. The opening 6 has, for example, a rectangular shape, and is formed along the longitudinal direction Z of the hollow column 1. The side opening 7 has, for example, a vertically long rectangular shape, and is formed along the longitudinal direction Z of the hollow column 1.

また、図1に示すように、中空柱1の地上部分4には、必要に応じて、電線や通信線等のケーブル部材Sを中空柱1内から取出すための開口部8が形成されている。   As shown in FIG. 1, the ground portion 4 of the hollow pillar 1 is formed with an opening 8 for taking out a cable member S such as an electric wire or a communication line from the hollow pillar 1 as necessary. .

後で詳しく説明するが、図1に示す中空柱の補強部10は、この中空柱1の地中部分3と地上部分4との境の地際9を補強するために、地際9を挟んで中空柱1の空洞5内において、その長手方向Zに沿って配置されている。   As will be described in detail later, the hollow column reinforcing portion 10 shown in FIG. 1 sandwiches the ground 9 in order to reinforce the ground 9 at the boundary between the underground portion 3 and the ground portion 4 of the hollow column 1. In the hollow 5 of the hollow column 1, it is arranged along the longitudinal direction Z thereof.

このように、中空柱の補強部10が、この中空柱1における地際9を含む範囲に配置されて補強されているのは、次の理由からである。すなわち、中空柱1における地際9の部分が、地中部分3の支持強度と地上部分4の支持強度の差により曲がったり折れ易く、例えば車両が中空柱1に当たると、その地際9の付近の部分から折れ曲がり易い。また、地際9の付近の部分には、例えば犬等が尿をかけることが多いことから、他の部分に比べて腐食し易いために、中空柱1は地際9の付近の部分から倒壊するおそれもある。以上の理由から、中空柱の補強部10は、この中空柱1の地中部分3と地上部分4との境の地際9を補強している。   The reason why the reinforcing portion 10 of the hollow column is disposed and reinforced in the range including the ground 9 in the hollow column 1 is as follows. That is, the portion of the ground 9 in the hollow column 1 is easily bent or broken due to the difference between the support strength of the underground portion 3 and the support strength of the ground portion 4. For example, when the vehicle hits the hollow column 1, It is easy to bend from the part. In addition, since the dog 9 or the like often urinates the portion near the ground 9, the hollow column 1 collapses from the portion near the ground 9 because it is more easily corroded than other portions. There is also a risk. For the above reasons, the hollow column reinforcing portion 10 reinforces the ground 9 at the boundary between the underground portion 3 and the ground portion 4 of the hollow column 1.

図2に示すように、中空柱1では、その地中部分3から地上部分4に渡ってその一部が切り欠かれており、中空柱1の空洞5内の補強部10が図示されている。中空柱の補強部10は、中空柱1の空洞5内に配置されており、図2に例示する中空柱の補強部10は、複数本のアラミドロッド13と、複数本のPC鋼線14と、複数の均等配置治具20を有している。   As shown in FIG. 2, in the hollow column 1, a part thereof is cut out from the underground portion 3 to the ground portion 4, and the reinforcing portion 10 in the cavity 5 of the hollow column 1 is illustrated. . The hollow column reinforcing portion 10 is disposed in the cavity 5 of the hollow column 1, and the hollow column reinforcing portion 10 illustrated in FIG. 2 includes a plurality of aramid rods 13, a plurality of PC steel wires 14, and the like. And a plurality of uniform arrangement jigs 20.

図示例では、4本のアラミドロッド13と4本のPC鋼線14が用いられており、アラミドロッド13はPC鋼線14に比べて太い。しかし、アラミドロッド13とPC鋼線14の各本数や太さの大小は、特に限定されない。   In the illustrated example, four aramid rods 13 and four PC steel wires 14 are used, and the aramid rod 13 is thicker than the PC steel wires 14. However, the number of aramid rods 13 and PC steel wires 14 and the size of the thickness are not particularly limited.

図2に示すように、一例として5つの均等配置治具20が用いられているが、均等配置治具20の数は、特に限定されない。5つの均等配置治具20は、中空柱1の空洞5内において中空柱1の内面1Aに接するようにして、しかも長手方向Zに沿って同じ配置間隔をおいて配置されている。   As shown in FIG. 2, five uniform placement jigs 20 are used as an example, but the number of uniform placement jigs 20 is not particularly limited. The five equal placement jigs 20 are arranged in the cavity 5 of the hollow column 1 so as to be in contact with the inner surface 1A of the hollow column 1 and at the same interval in the longitudinal direction Z.

各均等配置治具20の構造例は、図3に示している。図3は、この均等配置治具20の平面図である。   An example of the structure of each uniform arrangement jig 20 is shown in FIG. FIG. 3 is a plan view of the uniform arrangement jig 20.

図3に示すように、均等配置治具20は、例えばプラスチックより円形状に作られている。均等配置治具20は、リング状の外郭部21と、複数のアラミドロッド挿入部22と、PC鋼線挿入部23と、中央開口部20Pを有している。中央開口部20Pは、図2に示す複数のアラミドロッド挿入部22とPC鋼線挿入部23と外郭部21により形成されており、中央開口部20Pは、後で説明する可撓管路材11を長手方向Zに沿ってスムーズに通すための開口部分である。   As shown in FIG. 3, the uniform arrangement jig 20 is made in a circular shape from plastic, for example. The uniform arrangement jig 20 includes a ring-shaped outer portion 21, a plurality of aramid rod insertion portions 22, a PC steel wire insertion portion 23, and a central opening 20P. The central opening 20P is formed by a plurality of aramid rod insertion parts 22, a PC steel wire insertion part 23, and an outer shell part 21 shown in FIG. 2, and the central opening 20P is a flexible pipe material 11 to be described later. It is an opening part for letting pass along the longitudinal direction Z smoothly.

4つのアラミドロッド挿入部22が、外郭部21の内面24において、90度毎に内側に突出して形成されている。4つのPC鋼線挿入部23が、外郭部21の内面24において、90度毎に内側に突出して形成されている。各PC鋼線挿入部23は、両隣のアラミドロッド挿入部22,22の間において、両隣のアラミドロッド挿入部22,22の中央位置に設けられている。すなわち、各アラミドロッド挿入部22と各PC鋼線挿入部23は、外郭部21の内面24において、45度毎に交互に設けられている。   Four aramid rod insertion portions 22 are formed on the inner surface 24 of the outer portion 21 so as to protrude inward every 90 degrees. Four PC steel wire insertion portions 23 are formed on the inner surface 24 of the outer shell portion 21 so as to protrude inward every 90 degrees. Each PC steel wire insertion part 23 is provided in the center position of the adjacent aramid rod insertion parts 22 and 22 between the adjacent aramid rod insertion parts 22 and 22. That is, each aramid rod insertion part 22 and each PC steel wire insertion part 23 are alternately provided on the inner surface 24 of the outer shell part 21 every 45 degrees.

これにより、図2に示すように、均等配置治具20の各アラミドロッド挿入部22と各PC鋼線挿入部23には、4本のアラミドロッド13と4本のPC鋼線14をそれぞれ通すことにより、アラミドロッド13とPC鋼線14は、配列角度45度毎に、交互に、外郭部21の内面24において、中空柱1の空洞5の周方向に沿って均等に配置することができる。これにより、補強部10の複数のアラミドロッド13と複数の鋼線14は、均等配置治具20により均等に配置することで、中空柱1を周方向に均一に補強できる。なお、均等配置治具20は、ロッド配置用のスペーサともいう。   As a result, as shown in FIG. 2, the four aramid rods 13 and the four PC steel wires 14 are respectively passed through the aramid rod insertion portions 22 and the PC steel wire insertion portions 23 of the evenly arranged jig 20. Thereby, the aramid rod 13 and the PC steel wire 14 can be arranged evenly along the circumferential direction of the cavity 5 of the hollow column 1 on the inner surface 24 of the outer shell portion 21 alternately every 45 degrees of the arrangement angle. . Thereby, the aramid rods 13 and the plurality of steel wires 14 of the reinforcing portion 10 can be evenly reinforced in the circumferential direction by arranging them uniformly by the uniform arrangement jig 20. The uniform arrangement jig 20 is also referred to as a rod arrangement spacer.

図3に示すように、均等配置治具20の外郭部21の外面25には、プラスチックテープ布、例えばアラミドテープ布26が好ましくは2重、3重に巻かれて設けられている。アラミドテープ布26は、均等配置治具20の外郭部21が外力を受けて割れてしまうのを防止するために設けられている。   As shown in FIG. 3, a plastic tape cloth, for example, an aramid tape cloth 26 is preferably wound on the outer surface 25 of the outer portion 21 of the uniform arrangement jig 20, preferably in a double or triple manner. The aramid tape cloth 26 is provided to prevent the outer portion 21 of the uniform placement jig 20 from being broken by receiving an external force.

これにより、プラスチック製の均等配置治具20の外郭部21には、アラミドテープ布26を用いることにより、均等配置治具20の外郭部21が中空柱1の空洞5内において割れるのを防止できるので、均等配置治具20は、各アラミドロッド挿入部22と各PC鋼線挿入部23の配置位置の保持を確保できる。   As a result, by using the aramid tape cloth 26 for the outer portion 21 of the plastic equal placement jig 20, it is possible to prevent the outer portion 21 of the equal placement jig 20 from cracking in the cavity 5 of the hollow column 1. Therefore, the uniform arrangement jig 20 can ensure the retention of the arrangement positions of the aramid rod insertion portions 22 and the PC steel wire insertion portions 23.

次に、図1と図2に示す電線や通信線等のケーブル部材Sを案内するための可撓管路材11について説明する。   Next, the flexible pipe member 11 for guiding the cable member S such as an electric wire or a communication line shown in FIGS. 1 and 2 will be described.

この可撓管路材11としては、地中埋設管として使用可能な、例えば波付き硬質ポリエチレン管を用いることができる。可撓管路材11は、所定ピッチを有するらせん型の波付き部分11Aを有している。可撓管路材11は、波付き部分11Aを有する管を用いることにより、偏平圧縮強度を高め、適度な可撓性を持たせることができる。   As this flexible pipe material 11, for example, a corrugated hard polyethylene pipe that can be used as an underground pipe can be used. The flexible pipe material 11 has a spiral corrugated portion 11A having a predetermined pitch. By using the pipe having the corrugated portion 11A, the flexible pipe material 11 can increase the flat compressive strength and have an appropriate flexibility.

図1と図2に示すように、可撓管路材11は、地中部分3の開口部6から入れて、中空柱1の空洞5内に通して配置することで、図1に示すように、電線や通信線等のケーブル部材Sは、可撓管路材11を通って、地中部分3の開口部6から、例えば地上部分4の開口部8より、中空柱1の外部に導き出せるようになっている。   As shown in FIG. 1 and FIG. 2, the flexible pipe material 11 is inserted from the opening 6 of the underground portion 3 and is disposed through the cavity 5 of the hollow column 1, so that it is shown in FIG. 1. In addition, the cable member S such as an electric wire or a communication line can be led out of the hollow column 1 from the opening 6 of the underground portion 3 through the flexible pipe member 11, for example, from the opening 8 of the ground portion 4. It is like that.

次に、上述した中空柱1の組立例を説明する。   Next, an assembly example of the hollow column 1 described above will be described.

例えば、図1と図2に示すように、可撓管路材11は、地中部分3の開口部6から入れて、中空柱1の空洞5内に配置する。この場合に、図2に示すように、可撓管路材11の上端部11Tは、中空柱1の空洞5内に位置されている。   For example, as shown in FIGS. 1 and 2, the flexible pipe material 11 is inserted from the opening 6 of the underground portion 3 and disposed in the cavity 5 of the hollow column 1. In this case, as shown in FIG. 2, the upper end portion 11 </ b> T of the flexible pipe material 11 is positioned in the cavity 5 of the hollow column 1.

図1に示す中空柱1の空洞5内には、例えば側部開口7を通じて、例えば図2に示すように5つの均等配置治具20が、中空柱1の長手方向Zに沿って配置される。これらの均等配置治具20の各アラミドロッド挿入部22と各PC鋼線挿入部23には、4本のアラミドロッド13と4本のPC鋼線14をそれぞれ通すことで、アラミドロッド13とPC鋼線14は、配列角度45度毎に、交互に、外郭部21の内面24において、均等に配置される。従って、中空柱の補強部10が、この中空柱1の空洞5内に配置でされる。   In the cavity 5 of the hollow column 1 shown in FIG. 1, for example, five uniform arrangement jigs 20 are arranged along the longitudinal direction Z of the hollow column 1 through the side openings 7, for example, as shown in FIG. 2. . By passing four aramid rods 13 and four PC steel wires 14 through each aramid rod insertion portion 22 and each PC steel wire insertion portion 23 of these uniform arrangement jigs 20, respectively, the aramid rod 13 and the PC steel wire are passed through. The steel wires 14 are alternately arranged on the inner surface 24 of the outer shell portion 21 alternately at every 45 degrees of the arrangement angle. Accordingly, the hollow column reinforcing portion 10 is arranged in the cavity 5 of the hollow column 1.

これにより、中空柱の補強部10が、この中空柱1における地際9を含む範囲に配置されることで、中空柱1の地際9を含む地中部分3から地上部分4の範囲が補強され、中空柱1における地際9の部分が、地中部分3の支持強度と地上部分4の支持強度の鎖により曲がったり折れ易くなるのを防ぐことができる。また、例えば車両が中空柱1に当っても、その地際9の付近の部分から折れ曲るのを抑制できる。さらに、地際9の付近の部分には、例えば犬等が尿をかけることが多いことから他の部分に比べて腐食し易いが、中空柱1が地際9の付近の部分から倒壊することを抑制できる。   Thereby, the reinforcing part 10 of the hollow column is arranged in a range including the ground 9 in the hollow column 1, thereby reinforcing the range from the underground part 3 to the ground part 4 including the ground 9 of the hollow column 1. Thus, it is possible to prevent the portion of the ground 9 in the hollow column 1 from being easily bent or broken by the chain of the support strength of the underground portion 3 and the support strength of the ground portion 4. For example, even if the vehicle hits the hollow column 1, it can be prevented from being bent from a portion near the ground 9. Furthermore, the portion near the ground 9 is more likely to corrode than other portions because, for example, dogs often urine, but the hollow column 1 collapses from the portion near the ground 9. Can be suppressed.

この状態では、可撓管路材11は、各均等配置治具20の中央開口部20Pに通っている。図2に示すように、電線や通信線等のケーブル部材Sは、例えば共用溝内から、上述したように挿入された可撓管路材11の中に通すことで、地中部分3の開口部6から、例えば地上部分4の開口部8より、中空柱1の外部へ導き出すことができる。   In this state, the flexible pipe member 11 passes through the central opening 20 </ b> P of each uniform arrangement jig 20. As shown in FIG. 2, the cable member S such as an electric wire or a communication line is passed through the flexible pipe member 11 inserted as described above from, for example, the common groove, thereby opening the underground portion 3. From the part 6, for example, it can be led out of the hollow column 1 through the opening 8 of the ground part 4.

これにより、中空柱の補強部10が、この中空柱1における地際9を含む地中部分3から地上部分4の範囲に配置されて補強されても、電線や通信線等のケーブル部材Sは、例えば共用溝内から、上述したように挿入された可撓管路材11の中に通すだけで良い。従って、中空柱1の内部の空洞5に電線や信号線等のケーブル部材Sを通す作業を、容易にしかも確実に行える。   Thereby, even if the reinforcement part 10 of a hollow column is arrange | positioned and reinforced in the range from the underground part 3 including the ground 9 in this hollow pillar 1 to the ground part 4, cable members S, such as an electric wire and a communication line, are For example, it is only necessary to pass through the flexible conduit member 11 inserted as described above from the shared groove. Therefore, the operation of passing the cable member S such as an electric wire or a signal line through the cavity 5 inside the hollow column 1 can be easily and reliably performed.

本発明の実施形態の中空柱は、下部が地中に埋設されて地上に立設される中空柱であって、中空柱の空洞に配置される補強部と、補強部を通っておりケーブル部材を案内するための可撓管路材と、を有する。これにより、中空柱の内部が補強されていても、可撓管路材を通じて、中空柱の内部の空洞に電線や信号線等のケーブル部材を容易にしかも確実に通すことができる。   The hollow column of the embodiment of the present invention is a hollow column whose lower part is buried in the ground and standing on the ground, and a reinforcing member disposed in the hollow of the hollow column, and a cable member passing through the reinforcing unit And a flexible pipe material for guiding. Thereby, even if the inside of a hollow pillar is reinforced, cable members, such as an electric wire and a signal wire, can be easily and reliably passed through the inside of a hollow pillar through a flexible pipe material.

中空柱では、補強部は、複数のアラミドロッドと、複数の鋼線と、可撓管路材を通し、複数のアラミドロッドと複数の鋼線を中空柱の空洞内で中空柱の周方向に交互に均等に配置する均等配置治具と、を有する。これにより、補強部の複数のアラミドロッドと複数の鋼線は、均等配置治具により均等に配置することで中空柱を周方向に均一に補強できる。しかも、均等配置治具は可撓管路材を通すことができる。   In the hollow column, the reinforcing portion passes through the plurality of aramid rods, the plurality of steel wires, and the flexible pipe material, and the plurality of aramid rods and the plurality of steel wires are arranged in the circumferential direction of the hollow column in the hollow column. And an equal placement jig for evenly arranging alternately. Thereby, the hollow column can be uniformly reinforced in the circumferential direction by arranging the plurality of aramid rods and the plurality of steel wires of the reinforcing portion evenly by the uniform arrangement jig. Moreover, the uniform arrangement jig can pass the flexible pipe material.

均等配置治具は、可撓管路材を通すための中央開口部を有する。これにより、可撓管路材は、均等配置治具の中央開口部を通じて容易に中空柱の空洞内を通すことができる。   The uniform arrangement jig has a central opening for passing the flexible pipe material. Thus, the flexible pipe member can be easily passed through the hollow of the hollow column through the central opening of the uniform arrangement jig.

中空柱の下部には、可撓管路材を中空柱の空洞内に挿入するための開口部が形成されている。これにより、可撓管路材は、中空柱の下部の開口部を通じて中空柱の空洞内に容易に導入することができる。   In the lower part of the hollow column, an opening for inserting the flexible pipe material into the hollow of the hollow column is formed. Thereby, the flexible pipe material can be easily introduced into the hollow of the hollow column through the opening at the bottom of the hollow column.

以上、実施形態を挙げて本発明を説明したが、各実施形態は一例であり、特許請求の範囲に記載される発明の範囲は、発明の要旨を逸脱しない範囲内で種々変更できるものである。   The present invention has been described with reference to the embodiments. However, each embodiment is an example, and the scope of the invention described in the claims can be variously modified without departing from the scope of the invention. .

例えば、可撓管路材の形状や材質は、可撓性を有するチューブであれば、特に限定されない。中空柱の空洞内に設定される均等配置治具の数は、中空柱のサイズや種類に応じて、5つに限らず、4つ以下、あるいは6つ以上であっても良い。図示例の中空柱は鋼管柱であるが、これに限らず空洞を有するコンクリート製柱であっても良い。   For example, the shape and material of the flexible pipe material are not particularly limited as long as it is a flexible tube. The number of uniform arrangement jigs set in the hollow column is not limited to five, but may be four or less, or six or more, depending on the size and type of the hollow column. The hollow column in the illustrated example is a steel pipe column, but is not limited thereto, and may be a concrete column having a cavity.

1 中空柱
2 中空柱の基端部
3 中空柱の地中部分
4 中空柱の地上部分
5 中空柱の空洞
10 中空柱の補強部
11 可撓管路材
13 アラミドロッド
14 鋼線
20 均等配置治具
20P 均等配置治具の中央開口部
21 均等配置治具の外郭部
22 アラミドロッド挿入部
23 PC鋼線挿入部
26 アラミドテープ布
S ケーブル部材
DESCRIPTION OF SYMBOLS 1 Hollow pillar 2 Base end part 3 of hollow pillar Underground part 4 of hollow pillar Ground part 5 of hollow pillar Hollow 10 of hollow pillar Reinforcement part 11 of hollow pillar Flexible pipe material 13 Aramid rod 14 Steel wire 20 Uniform arrangement treatment Tool 20P Central opening portion 21 of uniform placement jig Outer portion 22 of uniform placement jig Aramid rod insertion portion 23 PC steel wire insertion portion 26 Aramid tape cloth S Cable member

Claims (4)

下部が地中に埋設されて地上に立設される中空柱であって、
前記中空柱の空洞に配置される補強部と、
前記補強部を通っておりケーブル部材を案内するための可撓管路材と、
を有することを特徴とする中空柱。
A hollow column whose lower part is buried in the ground and standing on the ground,
A reinforcing portion disposed in a cavity of the hollow column;
A flexible pipe material for guiding the cable member through the reinforcing portion;
A hollow column characterized by comprising:
前記補強部は、
複数のアラミドロッドと、
複数の鋼線と、
前記可撓管路材を通し、前記複数のアラミドロッドと前記複数の鋼線を前記中空柱の前記空洞内で前記中空柱の周方向に交互に均等に配置する均等配置治具と、
を有することを特徴とする請求項1に記載の中空柱。
The reinforcing part is
A plurality of aramid rods;
Multiple steel wires,
An equal placement jig for passing the flexible pipe material and alternately arranging the plurality of aramid rods and the plurality of steel wires alternately in the circumferential direction of the hollow column in the cavity of the hollow column;
The hollow column according to claim 1, comprising:
前記均等配置治具は、前記可撓管路材を通すための中央開口部を有することを特徴とする請求項2に記載の中空柱。   The hollow column according to claim 2, wherein the uniform arrangement jig has a central opening for allowing the flexible pipe material to pass therethrough. 前記中空柱の前記下部には、前記可撓管路材を前記中空柱の前記空洞内に挿入するための開口部が形成されていることを特徴とする請求項1ないし3のいずれかに記載の中空柱。   The opening for inserting the said flexible pipe material in the said hollow of the said hollow column is formed in the said lower part of the said hollow column, The Claim 1 thru | or 3 characterized by the above-mentioned. Hollow column.
JP2013165857A 2013-08-09 2013-08-09 Hollow column Pending JP2015034414A (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1072952A (en) * 1996-08-30 1998-03-17 Matsushita Electric Works Ltd Functional pole
JPH1136291A (en) * 1997-07-16 1999-02-09 East Japan Railway Co Pile establishing method by spiral hoop advanced erection
JP2002363935A (en) * 2001-06-07 2002-12-18 Yamazaki Kiyoharu Reinforced column, and method for construction of reinforced column
JP2007077613A (en) * 2005-09-12 2007-03-29 Hiroyasu Minayoshi Concrete pole reinforcing method and concrete pole
JP2007332626A (en) * 2006-06-14 2007-12-27 Hiroyasu Minayoshi Jig for arranging reinforcement of steel-plate built-up column, method of reinforcing steel-plate built-up column, and reinforced steel-plate built-up column
JP2011157769A (en) * 2010-02-02 2011-08-18 Hiroyasu Minayoshi Hollow columnar reinforcing structure and hollow columnar reinforcing method using the reinforcing structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1072952A (en) * 1996-08-30 1998-03-17 Matsushita Electric Works Ltd Functional pole
JPH1136291A (en) * 1997-07-16 1999-02-09 East Japan Railway Co Pile establishing method by spiral hoop advanced erection
JP2002363935A (en) * 2001-06-07 2002-12-18 Yamazaki Kiyoharu Reinforced column, and method for construction of reinforced column
JP2007077613A (en) * 2005-09-12 2007-03-29 Hiroyasu Minayoshi Concrete pole reinforcing method and concrete pole
JP2007332626A (en) * 2006-06-14 2007-12-27 Hiroyasu Minayoshi Jig for arranging reinforcement of steel-plate built-up column, method of reinforcing steel-plate built-up column, and reinforced steel-plate built-up column
JP2011157769A (en) * 2010-02-02 2011-08-18 Hiroyasu Minayoshi Hollow columnar reinforcing structure and hollow columnar reinforcing method using the reinforcing structure

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