JP3488191B2 - Reinforcing method for the root of concrete electric pole - Google Patents

Reinforcing method for the root of concrete electric pole

Info

Publication number
JP3488191B2
JP3488191B2 JP2000279606A JP2000279606A JP3488191B2 JP 3488191 B2 JP3488191 B2 JP 3488191B2 JP 2000279606 A JP2000279606 A JP 2000279606A JP 2000279606 A JP2000279606 A JP 2000279606A JP 3488191 B2 JP3488191 B2 JP 3488191B2
Authority
JP
Japan
Prior art keywords
reinforcing
concrete
sheet
root
utility pole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2000279606A
Other languages
Japanese (ja)
Other versions
JP2002089082A (en
Inventor
昇 樋口
昭 高田
敏夫 山田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sumitomo Mitsui Construction Co Ltd
Original Assignee
Sumitomo Mitsui Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Mitsui Construction Co Ltd filed Critical Sumitomo Mitsui Construction Co Ltd
Priority to JP2000279606A priority Critical patent/JP3488191B2/en
Publication of JP2002089082A publication Critical patent/JP2002089082A/en
Application granted granted Critical
Publication of JP3488191B2 publication Critical patent/JP3488191B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート電柱
の根部を補強する施工方法に関する。
TECHNICAL FIELD The present invention relates to a construction method for reinforcing a root portion of a concrete electric pole.

【0002】[0002]

【従来の技術】従来、使用中のコンクリート柱状体の地
中部すなわち根部に、コンクリートよりも引張強度が大
きい芳香族ポリアミド繊維(アラミド繊維)のシートを
貼り付けて補強することは行われており、この場合、該
シートに含浸させたエポキシ系などの接着樹脂が硬化し
てFRP化したのち該根部を地中に埋め戻している。こ
れは該接着樹脂が硬化する前に埋め戻すと、硬化してい
ない接着樹脂が埋め戻し砂に取り込まれ、その結果不完
全なFRPとなり、補強繊維シートによる補強効果が低
下するからである。該接着樹脂が硬化するまでに数日間
を要し、この間は埋め戻しを行えない。
2. Description of the Related Art Conventionally, it has been practiced to attach a sheet of aromatic polyamide fiber (aramid fiber), which has a higher tensile strength than concrete, to the underground portion, that is, the root portion of a concrete columnar body in use, for reinforcement. In this case, the adhesive resin such as an epoxy resin impregnated in the sheet is cured to form FRP, and then the root portion is backfilled in the ground. This is because if backfilling is performed before the adhesive resin is cured, the uncured adhesive resin is incorporated into the backfilling sand, resulting in incomplete FRP, and the reinforcing effect of the reinforcing fiber sheet is reduced. It takes several days for the adhesive resin to harden, and backfilling cannot be performed during this period.

【0003】[0003]

【発明が解決しようとする課題】柱状体のうち電柱で
は、その根部を露出したまま該接着樹脂の硬化を待つ
と、倒壊などの事態に備えておく必要があり、危険の予
防及び電線保護のための対策も必要で時間と費用が掛か
る不都合があった。また、該シートの補強繊維は通常は
一方向に配されており、このようなシートで該電柱を
補強するには、図1に示すように、該電柱aの長さ方向
にシートbを貼着し、このあとその上からシートを横巻
きする2工程で補強作業を行う必要があった。埋設され
た電柱aの高さ方向へシートbを貼着する作業は、人手
を要して施工性が悪い。
In the utility pole of the columnar body, if the adhesive resin is allowed to cure with its root exposed, it is necessary to be prepared for a situation such as collapse, which prevents danger and protects the electric wire. There is also the inconvenience that it takes time and cost because measures are also required. The reinforcing fibers of the sheet are usually is Oriented in one direction, to reinforce the electric pole in such a sheet, as shown in FIG. 1, the sheet b in the longitudinal direction of the electric pole a It was necessary to carry out the reinforcing work in two steps of sticking and then winding the sheet horizontally from above. The work of adhering the sheet b in the height direction of the buried utility pole a requires manpower and is poor in workability.

【0004】本発明は、こうした不都合を解決し短時間
で安全に補強工事を終了できる土中埋設コンクリート電
柱の補強施工方法を提供することを目的とするものであ
る。
It is an object of the present invention to provide a method for reinforcing construction of an underground concrete utility pole, which can solve such inconvenience and safely finish the reinforcement work in a short time.

【0005】[0005]

【課題を解決するための手段】本発明では、土中に根部
を埋設したコンクリート電柱の補強施工方法にいて、
土中から該コンクリート電柱が倒れない程度に根部を掘
り起こし、該電柱の周面に芳香族ポリアミド繊維等のコ
ンクリートよりも引張強度が大きい補強繊維のシートを
接着樹脂を含浸させて貼着し、該根部の貼着部分の外周
全面を合成樹脂フィルムで覆って該接着樹脂が硬化す
る前にコンクリート電柱の根部を埋め戻すことにより、
上記の目的を達成するようにした。そして該コンクリ
ート電柱の周面に貼着した補強繊維のシートの上に、ワ
イヤの捲回、鉄板の装着、或いはセラミックスの塗布等
により防護層を設けておくことで、該シートの補強繊維
の損傷を防止することができ、前記合成樹脂フィルムを
延長して地上部の補強繊維のシートの貼着部分を覆うよ
うにしてもよい。
In the present invention SUMMARY OF], and have contact to the reinforcing construction method for a concrete utility pole buried roots in the soil,
The root is dug up to the extent that the concrete utility pole does not fall from the soil, and a sheet of reinforcing fiber having a larger tensile strength than concrete such as aromatic polyamide fiber is attached to the peripheral surface of the utility pole by impregnating it with an adhesive resin, the outer periphery entire sticking part of該根portion covered with a synthetic resin film, by backfilling the root of the concrete electric pole before the adhesive resin is cured,
The above-mentioned purpose is achieved. Then , a protective layer is provided on the reinforcing fiber sheet adhered to the peripheral surface of the concrete utility pole by winding a wire, attaching an iron plate, or coating ceramics, thereby providing a reinforcing fiber of the sheet. It is possible to prevent damage, and the synthetic resin film may be extended to cover the affixing portion of the reinforcing fiber sheet on the ground portion.

【0006】[0006]

【発明の実施の形態】図面に基づき本発明の実施の形態
を説明すると、図2にいて符号1は、土中2に根部1
aが埋設されたコンクリート製の電柱を示す。該コンク
リート電柱1が老朽化したり負担荷重の増大などで補強
の必要が生じた場合、土中からその根部1aを掘り起こ
し、該電柱1の周面に、芳香族ポリアミド繊維や炭素繊
維などのコンクリートよりも引張強度が大きい繊維を編
成或いは織成して作製したシート3をエポキシ系樹脂等
の接着樹脂により貼着して補強が行われる。しかし、該
根部1aの埋め戻しを接着樹脂が未硬化のうちに行うと
上記のように不完全なFRPになり、接着樹脂の硬化を
待つと補強時間が掛かり安全対策が必要になるが、本発
明の場合は、該接着樹脂が硬化する前に該根部1aの該
シート3の貼着部分の外周を合成樹脂フィルム4で覆
い、土中2へ埋め戻すことで上記目的を達成するように
した。
When the embodiment of the embodiment of the invention Based on the drawings the invention will be described, reference numeral 1 have you in FIG. 2, the root portion 1 in the ground 2
a shows a can buried concrete made of utility poles. When it becomes necessary to reinforce the concrete utility pole 1 due to deterioration or an increase in the burden load, the root portion 1a is dug up from the soil, and the peripheral surface of the utility pole 1 is made of concrete such as aromatic polyamide fiber or carbon fiber. Also, the sheet 3 produced by knitting or weaving fibers having high tensile strength is attached by an adhesive resin such as an epoxy resin for reinforcement. However, if the backfilling of the root portion 1a is performed before the adhesive resin is uncured, the FRP becomes incomplete as described above, and if the adhesive resin is cured, it takes reinforcement time and safety measures are required. In the case of the invention, before the adhesive resin is cured, the outer periphery of the sticking portion of the sheet 3 of the root portion 1a is covered with a synthetic resin film 4 and backfilled in the soil 2 to achieve the above object. .

【0007】本発明の補強施工方法を更に説明すると、
図2(1)に示すように土中2に埋設された補強すべき
コンクリート電柱1の根部1aを、図2(2)に示すよ
うに土中から掘り起こし、ディスクサンダー5などで下
地処理を行い(図2(3))、プライマー6を塗布した
上に接着樹脂7を下塗りする(図2(4)及び図2
(5))。そして補強繊維のシート3を該電柱1に貼着
し、該シート3の上から接着樹脂7を上塗りする(図2
(6)及び図2(7))。このあと根部1aに合成樹脂
フィルム4を巻き付け、土中2に埋め戻し、さらに地上
部1bに塗装などで防護層11を設けて仕上げる(図2
(8)〜図2(10))。
The reinforcing construction method of the present invention will be further described below.
As shown in FIG. 2 (1), the root portion 1a of the concrete electric pole 1 to be reinforced embedded in the soil 2 is dug up from the soil as shown in FIG. 2 (2), and the groundwork is performed by the disk sander 5 or the like. (FIG. 2 (3)), the primer 6 is applied and then the adhesive resin 7 is undercoated (FIG. 2 (4) and FIG. 2).
(5)). Then, a sheet 3 of reinforcing fibers is attached to the telephone pole 1, and an adhesive resin 7 is overcoated on the sheet 3 (see FIG. 2).
(6) and FIG. 2 (7)). After that, the synthetic resin film 4 is wound around the root portion 1a, backfilled in the soil 2, and the protective layer 11 is further provided on the ground portion 1b by painting or the like to finish (FIG. 2).
(8) to FIG. 2 (10)).

【0008】なお、該シート3の種類とか必要補強層数
によって上記図2(5)〜()の工程を繰り返し、図
3に示すように多層にシート3を貼着する。図3の場合
は、該電柱1の周面をディスクサンダーにより下地処理
し、プライマー6を塗布してパテにより不陸調整したの
ち、複数層にシート3を貼着したもので、プライマー6
の上にエポキシ系の接着樹脂7の下塗りを施し、その上
にシート3を貼着し、さらにその上に接着樹脂7を上塗
りすることを何度か繰り返したのち、合成樹脂フィルム
4を巻き付けした。
The steps (5) to ( 7 ) in FIG. 2 are repeated depending on the type of the sheet 3 and the required number of reinforcing layers, and the sheet 3 is laminated in multiple layers as shown in FIG. In the case of FIG. 3, the peripheral surface of the utility pole 1 is grounded by a disk sander, the primer 6 is applied, the surface is adjusted with a putty, and the sheet 3 is attached to a plurality of layers.
The epoxy-based adhesive resin 7 is undercoated, the sheet 3 is attached thereon, and then the adhesive resin 7 is overcoated several times, and then the synthetic resin film 4 is wound. .

【0009】該シート3は、図4に見られるように、一
方向には芳香族ポリアミド繊維などの補強繊維3aを配
置し、その直交方向にナイロンなどの形成用繊維を配置
してテープ状に編成することにより形成され、このシー
ト3を使用する場合、該電柱1の周面にその長さ方向に
該補強繊維3aの方向を合わせて貼着した補強層と、該
電柱1の周方向に該補強繊維3aの方向を合わせて貼着
した補強層を形成して該電柱1の補強を行なう。この周
方向の巻き付けを図5に見られるように引っ張りながら
スパイラルで巻き付け、その巻き始めと巻き終わりの数
層を重ね巻きして止めると、該電柱1の長さ方向に貼着
するシートの定着長を減らしコストを低減することが出
来る。
As shown in FIG. 4, the sheet 3 is formed into a tape by arranging reinforcing fibers 3a such as aromatic polyamide fibers in one direction and forming fibers such as nylon in a direction orthogonal to the reinforcing fibers 3a. When using this sheet 3 formed by knitting, a reinforcing layer attached to the peripheral surface of the utility pole 1 with the direction of the reinforcing fiber 3a aligned in the length direction thereof, and in the circumferential direction of the utility pole 1. The utility pole 1 is reinforced by forming a reinforcing layer which is attached by aligning the directions of the reinforcing fibers 3a. This winding in the circumferential direction is wound by a spiral while pulling as shown in FIG. 5, and when several layers at the beginning and end of the winding are overlapped and stopped, the sheet to be stuck in the lengthwise direction of the utility pole 1 is fixed. The length can be reduced and the cost can be reduced.

【0010】前記したように、該電柱1の高さ方向に該
テープ3を貼着する作業の作業性が悪いので、図6に見
られるような、直交した2方向に補強繊維3aを配置し
てテープ状に編成したシート3を製作し、これを図7の
ように該電柱1の周方向に部分的に重ね合わせ部9を設
けて貼着することで、該電柱1の長さ方向と周方向を同
時に補強することができる。
As described above, since the workability of attaching the tape 3 in the height direction of the telephone pole 1 is poor, the reinforcing fibers 3a are arranged in two orthogonal directions as shown in FIG. To produce a sheet 3 knitted in a tape shape, and by sticking the sheet 3 by partially providing an overlapping portion 9 in the circumferential direction of the utility pole 1 as shown in FIG. The circumferential direction can be reinforced at the same time.

【0011】成樹脂フィルム4は、図8及び図9に示
すように、貼着を終えたシート3の外周に巻き付け、そ
の上下をバンド10や紐を巻いて固定され、この状態で
土中に埋め戻される。そしてこのあと、地上に露出した
部分1bに、金属ワイヤーや金属板或いはセラミック塗
料の塗布などで防護層11を設け、シート3の補強繊維
が切断されることを防護する。
[0011] synthetic resin film 4, as shown in FIGS. 8 and 9, wound around the outer periphery of the sheet 3 having been subjected to sticking, fixed by winding band 10 and the cord and the top and bottom, soil in this state Will be backfilled in. Then, after that, a protective layer 11 is provided on the exposed portion 1b on the ground by applying a metal wire, a metal plate, or a ceramic paint to protect the reinforcing fibers of the sheet 3 from being cut.

【0012】図2(4)に示したように塗布したプライ
マー6は、その上に接着樹脂7を下塗りするまでに乾燥
させておくことが望ましく、その乾燥は埃などを付着さ
せずに短時間で終わらせることが作業上有利である。プ
ライマー6には、無溶剤型或いはシンナーなどの溶剤を
含む溶剤型が使用されており、乾燥を短時間で終わらせ
るため、無溶剤型のプライマーは薄く塗るか、或いは溶
剤型のプライマーの場合はその塗布面を加温して溶剤を
早く飛ばすようにする。そして補強繊維のシート3を該
電柱1に貼着し、該シート3の上から接着樹脂7を上塗
りし、根部1aに合成樹脂フィルム4を巻き付けて土中
2に埋め戻す。
It is desirable that the primer 6 applied as shown in FIG. 2 (4) is dried before the adhesive resin 7 is undercoated, and the drying is performed for a short time without adhering dust or the like. It is advantageous in work to finish with. As the primer 6, a solventless type or a solvent type containing a solvent such as thinner is used. In order to finish the drying in a short time, a solventless type primer is thinly applied, or in the case of a solvent type primer, The coated surface is heated so that the solvent can be removed quickly. Then, a sheet 3 of reinforcing fibers is attached to the utility pole 1, an adhesive resin 7 is overcoated on the sheet 3, and a synthetic resin film 4 is wound around the root 1a and backfilled in the soil 2.

【0013】該電柱1のシート3の貼着部分の地上部
は、接着樹脂7が未硬化であると、雨が当たって白化し
たり、人に接着樹脂が付いたり、埃や虫が付着したりす
ることがあり、これは好ましくないので、根部1aを覆
う合成樹脂フィルム4を該地上部も覆うように延長し、
接着樹脂7が乾燥したのちに地上部を覆う合成樹脂フィ
ルム4を剥がすようにすれば、該地上部の十分な養生を
行える。
If the adhesive resin 7 is uncured, the above-ground portion of the sheet 3 of the telephone pole 1 where the sheet 3 is adhered will be bleached due to rain, will be adhered to people, and dust and insects will adhere to it. Since this is not preferable, the synthetic resin film 4 covering the root 1a is extended so as to also cover the above-ground part,
If the synthetic resin film 4 covering the above-ground portion is peeled off after the adhesive resin 7 has dried, the above-ground portion can be sufficiently cured.

【0014】[0014]

【実施例】直径40cm、高さ16mのコンクリート製
の電柱であって土中に2.5mの深さで根部1aが埋
め込まれたコンクリート電柱1を補強するため、その
根部1aを0.9m掘り起こした。そして該電柱1の周
面にディスクサンダー5により修復し、プライマー6を
塗布した。このあとパテにより不陸調整を行い、その上
にエポキシ系接着樹脂を下塗りして図6に示す補強繊維
のシート3を巻き付け、さらにその上から接着樹脂を上
塗りして塗布含浸させた。この下塗りとシート3の巻き
付け及び上塗りを2回繰り返し、2層の補強層を形成し
たのち、接着樹脂が未硬化のうちに根部1aにポリエチ
レンの合成樹脂フィルム4を巻き付け、バンド10でこ
れを固定し、土中に埋め戻した。これに要した時間は3
時間であった。確認のため、埋め戻してから5日後に根
部1aを掘り起こし、接着樹脂の硬化状態を調べたとこ
ろ、充分に硬化してFRP化していた。接着樹脂の硬化
には24時間かかるので、これを待って埋め戻すよりも
能率がよく、補強作業中は作業車で支えることができる
ので倒壊することもなかった。また、補強繊維を直交す
る2方向に配置したシート3を使用することで、該電柱
1の周方向へ巻き付けて貼着するだけで長さ方向へも補
強繊維を配列した補強を行え、迅速に作業が行えた。根
部1aの埋め戻し後の適当な時期に、地上部1bにセラ
ミック塗料を塗布して防護層11を形成した。この防護
層11はナイフなどでは破損することがないので、シー
ト3の補強繊維を防護でき、長期にわたり補強効果を維
持できる。
EXAMPLES diameter 40 cm, a concrete electric pole height 16m, in order to reinforce the concrete electric pole 1 root 1a is embedded at a depth of 2.5m in the soil, the root portion 1a 0. I dug up 9m. Then, the peripheral surface of the electric pole 1 was repaired by a disk sander 5 and a primer 6 was applied. After that, the surface was adjusted with a putty, the epoxy-based adhesive resin was undercoated, the reinforcing fiber sheet 3 shown in FIG. 6 was wound, and the adhesive resin was overcoated and impregnated. This undercoating, the winding of the sheet 3 and the topcoating are repeated twice to form two reinforcing layers, and then the synthetic resin film 4 of polyethylene is wound around the root 1a while the adhesive resin is uncured and fixed with the band 10. And then backfilled in the soil. It took 3 hours
It was time. For confirmation, the root 1a was dug up 5 days after backfilling, and the cured state of the adhesive resin was examined. Since it takes 24 hours to cure the adhesive resin, it is more efficient than waiting for it to be backfilled, and since it can be supported by the work vehicle during the reinforcement work, it did not collapse. Further, by using the sheet 3 in which the reinforcing fibers are arranged in two directions orthogonal to each other, the reinforcing fibers arranged in the longitudinal direction can be reinforced by simply wrapping and sticking them in the circumferential direction of the utility pole 1 and quickly. I was able to work. At a suitable time after backfilling the root portion 1a, a ceramic coating was applied to the above-ground portion 1b to form the protective layer 11. Since the protective layer 11 is not damaged by a knife or the like, the reinforcing fibers of the sheet 3 can be protected and the reinforcing effect can be maintained for a long time.

【0015】[0015]

【発明の効果】以上のように本発明では、土中に根部を
埋設したコンクリート電柱が倒れない程度に該根部を掘
り起こし、該電柱の周面に補強繊維のシートを接着樹脂
を含浸させて貼着し、該接着樹脂が硬化する前に該根部
の貼着部分の外周を合成樹脂フィルムで覆って埋め戻す
ようにしたので、土中で該シートがFRP化し短時間に
安価に補強工事を完了できる効果があり、請求項2の如
く該貼着した補強繊維のシートの上に防護層を設けてお
くことで、シートの補強繊維の切断を防止して長期間に
亘る補強効果が得られる等の効果がある。
As described above, according to the present invention, the concrete pole having the root embedded in the soil is dug up to the extent that the concrete pole does not collapse, and a sheet of reinforcing fiber is attached to the peripheral surface of the pole by impregnating the resin with adhesive. Before the adhesive resin hardens, the outer periphery of the sticking part of the root part is covered with a synthetic resin film and backfilled, so that the sheet becomes FRP in the soil and the reinforcement work is completed at a low cost in a short time. By providing a protective layer on the adhered reinforcing fiber sheet as claimed in claim 2, cutting of the reinforcing fiber of the sheet can be prevented and a long-term reinforcing effect can be obtained. Has the effect of.

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

【図1】従来のコンクリート電柱の補強方法の説明図FIG. 1 is an explanatory view of a conventional method for reinforcing concrete electric poles .

【図2】本発明の補強方法の説明図FIG. 2 is an explanatory diagram of a reinforcing method of the present invention.

【図3】補強部分の拡大断面図FIG. 3 is an enlarged sectional view of a reinforced portion.

【図4】シートの説明図FIG. 4 is an explanatory view of a sheet

【図5】シートの固定状態を示す斜視図FIG. 5 is a perspective view showing a fixed state of the seat.

【図6】他のシートの説明図FIG. 6 is an explanatory diagram of another sheet

【図7】図6のシートを使用した補強状態の斜視図7 is a perspective view of a reinforced state using the seat of FIG.

【図8】合成樹脂フィルムの巻き付け状態の斜視図FIG. 8 is a perspective view of a synthetic resin film in a wound state.

【図9】図8の9−9線部分の拡大断面図9 is an enlarged cross-sectional view taken along line 9-9 of FIG.

【符号の説明】[Explanation of symbols]

1 コンクリート電柱、1a 根部、1b 地上部、2
土中、3 シート、4合成樹脂フィルム、7 接着樹
脂、11 防護層
1 concrete utility pole, 1a root part, 1b ground part, 2
In the soil, 3 sheets, 4 synthetic resin film, 7 adhesive resin, 11 protective layer .

───────────────────────────────────────────────────── フロントページの続き (72)発明者 高田 昭 千葉県千葉市美浜区中瀬一丁目9番1号 三井建設株式会社 幕張本店内 (72)発明者 山田 敏夫 東京都中央区日本橋浜町二丁目31番1号 エヌ・ティ・ティ・インフラネット株 式会社内 (56)参考文献 特開 平6−322998(JP,A) 特開 平10−8423(JP,A) 特開 平5−332031(JP,A) 特開 平9−250247(JP,A) 特開 平9−60024(JP,A) 特開 平10−317373(JP,A)   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Akira Takada               1-9-1, Nakase, Mihama-ku, Chiba City, Chiba Prefecture                 Mitsui Construction Co., Ltd. Makuhari Main Store (72) Inventor Toshio Yamada               2-31-1 Nihonbashihamacho, Chuo-ku, Tokyo                 NTT Infrastructure Net Co., Ltd.               Inside the company                (56) Reference JP-A-6-322998 (JP, A)                 JP 10-8423 (JP, A)                 JP-A-5-332031 (JP, A)                 JP-A-9-250247 (JP, A)                 JP-A-9-60024 (JP, A)                 JP-A-10-317373 (JP, A)

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 土中に根部を埋設したコンクリート電柱
の補強施工方法にいて、土中から該コンクリート電柱
が倒れない程度に根部を掘り起こし、該電柱の周面に芳
香族ポリアミド繊維等のコンクリートよりも引張強度が
大きい補強繊維のシートを接着樹脂を含浸させて貼着
し、該根部の貼着部分の外周全面を合成樹脂フィルムで
覆って該接着樹脂が硬化する前にコンクリート電柱の
根部を埋め戻すことを特徴とするコンクリート電柱の根
部の補強施工方法。
We claim: 1. have you reinforcing construction method for a concrete utility pole buried roots in the soil, dig the root to the extent that the soil does not fall down the concrete electric pole, such as aromatic polyamide fibers on the peripheral surface of the electric pole the sheet tensile strength is greater reinforcing fibers than the concrete impregnated with a bonding resin adhered to cover the outer periphery entire sticking part of該根part a synthetic resin film, a concrete utility pole before the adhesive resin is cured
A method for reinforcing a root portion of a concrete utility pole, which is characterized by backfilling the root portion.
【請求項2】 上記コンクリート電柱の周面に貼着した
補強繊維のシートの上に、ワイヤの捲回、鉄板の装着、
或いはセラミックスの塗布等により防護層を設けたこと
を特徴とする請求項1に記載のコンクリート電柱の根部
の補強施工方法。
2. A wire is wound, an iron plate is mounted on a reinforcing fiber sheet attached to the peripheral surface of the concrete utility pole,
Alternatively, the method of reinforcing a root portion of a concrete electric pole according to claim 1, wherein a protective layer is provided by coating ceramics or the like.
【請求項3】 上記合成樹脂フィルムを延長して地上部
の上記補強繊維のシートの貼着部分を覆うことを特徴と
する請求項1または2に記載のコンクリート電柱の根部
の補強施工方法。
3. The method for reinforcing construction of a root portion of a concrete utility pole according to claim 1, wherein the synthetic resin film is extended to cover a portion of the ground portion where the sheet of reinforcing fiber is attached.
JP2000279606A 2000-09-14 2000-09-14 Reinforcing method for the root of concrete electric pole Expired - Fee Related JP3488191B2 (en)

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JP3488191B2 true JP3488191B2 (en) 2004-01-19

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