JP2005016042A - Branch line anchor for pole and underground method thereof - Google Patents

Branch line anchor for pole and underground method thereof Download PDF

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Publication number
JP2005016042A
JP2005016042A JP2003178967A JP2003178967A JP2005016042A JP 2005016042 A JP2005016042 A JP 2005016042A JP 2003178967 A JP2003178967 A JP 2003178967A JP 2003178967 A JP2003178967 A JP 2003178967A JP 2005016042 A JP2005016042 A JP 2005016042A
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JP
Japan
Prior art keywords
anchor
branch
resistance plate
test hole
leg member
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.)
Pending
Application number
JP2003178967A
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Japanese (ja)
Inventor
Masami Harada
政美 原田
Yoshinori Kobayashi
儀範 小林
Hiroisa Tsuda
洋功 津田
Katsumi Mizukawa
克己 水川
Tatsuya Shiono
達也 塩野
Katsumi Ota
克己 大田
Kazutoshi Takasu
一利 高須
Noriyuki Asada
記志 浅田
Yuichi Okusa
裕一 大久佐
Masayuki Funada
雅之 船田
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.)
NTT Neomeit Yamaguchi Corp
Nasu Denki Tekko Co Ltd
Original Assignee
NTT Neomeit Yamaguchi Corp
Nasu Denki Tekko Co Ltd
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Filing date
Publication date
Application filed by NTT Neomeit Yamaguchi Corp, Nasu Denki Tekko Co Ltd filed Critical NTT Neomeit Yamaguchi Corp
Priority to JP2003178967A priority Critical patent/JP2005016042A/en
Publication of JP2005016042A publication Critical patent/JP2005016042A/en
Pending legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an underground method for a branch line anchor for a pole, reducing the work time, reducing the work labor, dispensing with expensive special device and boring machine, and facilitating implementation. <P>SOLUTION: This underground method of a branch line anchor for fixing the branch line supporting the pole to the ground surface includes: a process of providing a test excavated hole 11 for investigating a buried structure prior to the installation of the pole in an underground scheduled portion of the branch line anchor; a process of inserting a branch line anchor A having at least a peak-like resistance plate 2 in the test excavated hole; a process of making the resistance plate of the branch line anchor sunk into the inner wall surface of the testing excavated hole; and a process of performing back filling of earth to the test excavated hole. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、電柱を支える支線を地面に固定するための電柱用支線アンカー及びその埋設方法に関する。
【0002】
【従来の技術】
従来、この種の電柱用支線アンカーとしては、例えば特許文献1に開示されるように、下端側が尖頭状に形成された抵抗板と、この抵抗板の上端部に一端が回動可能に連結された案内板と、この案内板の他端(自由端)側からその外周に摺動可能に装着される安定板とからなるものが多く使用されている。そして、この支線アンカーを地中に埋設する場合、先ず、抵抗板の下端側を地面に突き刺し、打ち込み棒などを用いて抵抗板の上端部を打ち付けることにより、抵抗板及び案内板を案内板の自由端のみを地上に残して地中に埋設する。続いて、案内板の自由端側に安定板の一端側を装着した後、この安定板の他端を打ち込み棒などで打ち付けて、案内板に沿って地中深く埋設するようにしている。
【0003】
また、別の電柱用支線アンカーの埋設方法として、例えば特許文献2に開示されるように、地面に地中深く穴を掘り、この穴内に支線アンカーを挿入した後、穴内に土を埋め戻すようにするものも知られている。
【0004】
【特許文献1】
特開平10−195871号公報(第3−4頁、図7−図10)
【特許文献2】
特開平11−6148号公報(第2−4頁、図4,図6)
【0005】
【発明が解決しようとする課題】
ところが、上記従来のもののうち、前者の埋設方法では、支線アンカーの抵抗板などを地中深く打ち込むのに非常に時間と労力が掛かるという問題があった。尚、特許文献1には、この問題を解決するために、専用の杭打ち装置が提案されているが、この種の専用装置はコスト的に高くなるため、容易に実施することができないという欠点がある。
【0006】
また、後者の埋設方法では、穴掘り機械などが使用できない場所では埋設穴は手堀りによらなければならず、前者のものと同様に時間と労力が非常に掛かるという問題がある。
【0007】
本発明はかかる諸点に鑑みてなされたものであり、その第1の課題とするところは、特に、電柱の設置に先立って埋設物の調査のために電柱の設置予定箇所の近くに手堀りで試掘穴を設けていることに着目し、この試掘穴を電柱用支線アンカーの埋設穴として利用することにより、作業時間の短縮化及び作業労力の軽減化を図るとともに、高価な専用装置や穴掘り機械などを必要とせず、実施化を容易に図り得る電柱用支線アンカーの埋設方法を提供するものである。
【0008】
また、本発明の第2の課題は、この埋設方法を実施するに当たり、上述した試掘穴を埋設穴として利用するのに適した電柱用支線アンカーを提供するものである。
【0009】
【課題を解決するための手段】
上記第1の課題を解決するため、請求項1に係る発明は、電柱を支える支線を地面に固定するための支線アンカーの埋設方法として、電柱の設置に先立って埋設物の調査のための試掘穴を支線アンカーの埋設予定箇所に設ける工程と、上記試掘穴内に、少なくとも尖頭状の抵抗板を有する支線アンカーを挿入する工程と、上記支線アンカーの抵抗板を試掘穴の内壁面に食い込ませる工程と、上記試掘穴内に土を埋め戻す工程とを備える構成とする。
【0010】
この構成では、電柱の設置に先立って埋設物の調査のために手堀りで行う試掘穴が支線アンカーの埋設予定箇所に設定されているため、支線アンカーの埋設作業時には、従来の如く支線アンカーの埋設穴を特別に設けることなく、試掘穴内に支線アンカーを挿入して埋設することができる。しかも、支線アンカーは、尖頭状の抵抗板が試掘穴の内壁面に食い込んだ状態で埋設されるため、試掘穴の深さが十分でない場合でも支線アンカーの耐引き抜き強度が高く確保されることになる。
【0011】
請求項2に係る発明は、請求項1記載の電柱用支線アンカーの埋設方法において、特に、上記支線アンカーの抵抗板を試掘穴の内壁面に食い込ませる工程では、手動ポンプにより駆動されるシリンダを保持金具に固定し、地面上でこの保持金具を保持してシリンダを試掘穴内に挿入し、シリンダにより支線アンカーを押圧して抵抗板を試掘穴の内壁面に食い込ませる構成とする。この構成では、作業者らは地面上で保持金具を保持してシリンダを支線アンカーに当接させながら、手動ポンプによりシリンダを伸張駆動させることにより、シリンダの押圧力によって支線アンカーの抵抗板を試掘穴の内壁面に深く確実に食い込ませることができる。
【0012】
また、上記第2の課題を解決するため、請求項3に係る発明は、電柱用支線アンカーとして、上端同士が締結部材を介して回動可能に連結された一対の脚部材と、この各脚部材の下端にそれぞれ固定され、外向きに尖頭状に形成された抵抗板と、この抵抗板と脚部材との接合部に固定された補強板と、一端が一方の脚部材に回動可能に連結され、他端に他方の脚部材側の補強板に係合可能な係合部が形成されたストッパー部材とを備える構成とする。
【0013】
この構成では、支線アンカーを試掘穴に挿入するときには一対の脚部材をその下端側を閉じた状態で挿入し、手動ポンプにより駆動されるシリンダなどを用いて脚部材同士を開脚させ、各脚部材下端の抵抗板をそれぞれ試掘穴の内壁面に食い込ませる。その後、ストッパー部材を一方の脚部材との連結部回りに回動してその係合部を他方の脚部材側の補強板に係合させ、脚部材の開脚状態ひいては各脚部材下端の抵抗板が試掘穴の内壁面に食い込んだ状態をストッパー部材によって保持する。この状態で試掘穴内に土を埋め戻すと支線アンカーの耐引き抜き強度が永続的に高く確保されることになる。
【0014】
請求項4に係る発明は、請求項3記載の電柱用支線アンカーにおいて、上記抵抗板を、その中心線で上方にV字状に折り曲げ又は円弧状に湾曲させ、この抵抗板の略中心線上に上記脚部材の下端を略垂直に固定するとともに、抵抗板の中心線と直交しかつ脚部材の端面に当接した状態で上記補強板を抵抗板及び脚部材に固定する構成とする。この構成では、抵抗板の折り曲げ又は湾曲構造並びに脚部材及び補強板との接合構造により抵抗板の剛性を効果的に高めることができる上、手動ポンプにより駆動されるシリンダを用いて脚部材同士を開脚させる際補強板をシリンダの押し当て面として利用することができる。
【0015】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。
図1及び図2は本発明の一実施形態に係る電柱用支線アンカーAを示し、この支線アンカーAは、一対の脚部材1,1と、この各脚部材1の下端にそれぞれ固定された2つの抵抗板2,2と、この各抵抗板2と脚部材1との接合部にそれぞれ固定された2つの補強板3,3と、上記脚部材1,1同士の開脚状態を保持するための2つのストッパー部材4,4とを備えてなる。
【0016】
上記各脚部材1は、図3にも示すように、平板状のものであり、その上端部に形成したボルト孔6に締結部材としてのボルト7を挿通して一対の脚部材1,1の上端同士が回動可能に結合されている。上記各抵抗板2は、平面的には脚部材1,1同士の開脚方向である外向きに尖頭状に形成されているとともに、その中心線で上方に開度の大きいV字状に折り曲げられている。そして、この抵抗板2の略中心線上に脚部材1の下端が略垂直に溶接により固定されている。
【0017】
また、上記各補強板3は、略菱形状のもので、抵抗板2の中心線と直交しかつ脚部材1の内側端面に当接した状態で抵抗板2及び脚部材1に溶接により固定されている。上記各ストッパー部材4は、アングル材からなり、各ストッパー部材4の一端は、一対の脚部材1,1のうちの互いに異なる一方の脚部材1の下部にボルト8を介して回動可能に連結され、各ストッパー部材4の他端部には他方の脚部材1側の補強板3に係合可能な係合部9が端面より切り欠いて形成されている。
【0018】
尚、脚部材1上端側のボルト7には、図示していないが、支線棒の一端が結合され、この支線棒の他端に電柱を支える支線の地面側端部が接続されるようになっている。
【0019】
次に、上記支線アンカーAの埋設方法について、図4及び図5を参照しながら説明する。電柱の設置に先立って埋設物の調査のために手堀りで直径700mm程度、深さ1000mm程度の試掘穴11を電柱の設置予定箇所の近くに設けるのが普通であるが、本発明の特徴点として、この試掘穴11を支線アンカーの埋設予定箇所に設ける。尚、支線アンカーの埋設予定箇所は、電柱の設置予定箇所及び電柱の予定架線状態などから決定される。
【0020】
そして、電柱の設置後などに支線アンカーAの一対の脚部材1,1同士をその下端側の抵抗板2,2同士が内側で当接する閉脚状態にするとともに、この各脚部材1の下部に連結されたストッパー部材4をそれぞれ脚部材1に重ね合わせた状態にし、このような状態のまま支線アンカーAを上記試掘穴11内に挿入し、抵抗板2を試掘穴11の底部に置く(図4(a)参照)。
【0021】
続いて、手動ポンプ(図示せず)により駆動される油圧シリンダ12などを用いて支線アンカーAの各抵抗板2を試掘穴11の内壁面に食い込ませる(図4(b)及び(c)参照)。手動ポンプ及び油圧シリンダ12は、ジャッキなどに用いられる汎用のものである。また、油圧シリンダ12は、本実施形態では、図6に詳示するように、手動ポンプに連通された2本の油圧ホース13,13がシリンダ本体12aに接続された複動形のものであり、シリンダ本体12aの一端から延出するピストンロッド12bの先端には押圧部材14が装着されているとともに、シリンダ本体12aの他端部にはねじ穴15が設けられ、このねじ穴15にはスペーサ16のねじ部16aが螺合して装着される。そして、図7に示すようなT字型の保持金具17を用意し、この保持金具17の先端に設けた固定部17aに油圧シリンダ12を固定した後、地面上で保持金具17の保持部17bを保持して油圧シリンダ12を試掘穴11内に挿入し、上記押圧部材14及びスペーサ16を支線アンカーAの2つの補強板3,3間に配置する。この状態で手動ポンプにより油圧シリンダ12を伸張駆動して補強板3を介して一対の脚部材1,1を開脚させることにより、各脚部材1下端の抵抗板2がそれぞれ試掘穴11の内壁面に食い込むようになる。上記スペーサ16は、長さが互いに異なる複数種類のものを用意しておき、2つの補強板3,3間の間隔つまり脚部材1,1の開脚角度が大きくなるに従い順次長さの長いスペーサ16を油圧シリンダ12に装着して使用する。
【0022】
このような手順により支線アンカーAの各抵抗板2がそれぞれ試掘穴11の内壁面に深く食い込んだ後、各脚部材1に重ね合わされたストッパー部材4をそれぞれその支点であるボルト8回りに倒す方向に回動させてストッパー部材4の係合部9を他方の脚部材1側の補強板3に係合させることにより、脚部材1,1同士の開脚状態を保持する(図5(a)参照)。しかる後、試掘穴11内に土を埋め戻す(図5(b)参照)。以上によって、支線アンカーAの埋設が終了する。
【0023】
このような支線アンカーAの埋設方法によれば、電柱の設置に先立って埋設物の調査のために手堀りで行う試掘穴11が支線アンカーAの埋設予定箇所に設定されているため、支線アンカーAの埋設作業時には、従来の如く支線アンカーの埋設穴を特別に設けることなく、試掘穴11内に支線アンカーAを挿入して埋設することができる。この結果、作業時間の短縮化及び作業労力の軽減化を図ることができ、また高価な専用装置や穴掘り機械などを必要とせず、実施化を容易に図ることができる。
【0024】
しかも、上記支線アンカーAは、上端同士がボルト7を介して回動可能に連結された一対の脚部材1,1と、この両脚部材1,1の下端にそれぞれ固定された2つの尖頭状の抵抗板2,2とを有し、一対の脚部材1,1が開脚して抵抗板2,2がそれぞれ試掘穴11の内壁面に食い込んだ状態で埋設されるため、試掘穴11の深さが十分でない場合でも支線アンカーAの耐引き抜き強度を高く確保することができる。また、試掘穴11の大きさや形状が種々異なる場合でも支線アンカーAを試掘穴11内に挿入するとき脚部材1,1の開脚角度を変更するだけで対応することができ、広く利用することができる。その上、脚部材1,1の開脚状態つまり抵抗板2が試掘穴11の内壁面に食い込んだ状態は、埋設後も一対のストッパー部材4,4によって保持されるため、支線アンカーAの耐引き抜き強度を永続的に高く確保することができる。
【0025】
さらに、上記支線アンカーAの2つの抵抗板2,2を試掘穴11の内壁面に食い込ませるときには、作業者らは手動ポンプにより駆動される油圧シリンダ12を保持金具17の固定部17aに固定し、地面上でこの保持金具17の保持部17bを保持して油圧シリンダ12を試掘穴11内に挿入し、油圧シリンダ12により支線アンカーAの補強板3を押圧して各抵抗板2を試掘穴11の内壁面に深く確実に食い込ませることができるので、作業労力の軽減化などを図りながら、支線アンカーAの耐引き抜き強度をより高くすることができる。
【0026】
加えて、上記各抵抗板2は、その中心線で上方にV字状に折り曲げられ、この抵抗板2の略中心線上に脚部材1の下端が略垂直に固定されているとともに、抵抗板2の中心線と直交しかつ脚部材1の端面に当接した状態で補強板3が抵抗板2及び脚部材1に固定されているため、各抵抗板2の折り曲げ構造並びに脚部材1及び補強板3との接合構造により各抵抗板2の剛性を効果的に高めることができる上、油圧シリンダ12を用いて脚部材1,1同士を開脚させる際補強板3を油圧シリンダ12の押し当て面として利用することができる。
【0027】
尚、本発明は上記実施形態に限定されるものではなく、その他種々の実施形態を包含するものである。例えば、支線アンカーAの抵抗板2を試掘穴11の内壁面に食い込ませるに当たり、手動ポンプにより駆動される油圧シリンダ12を保持金具17に固定し、地面上でこの保持金具17を保持して油圧シリンダ12を試掘穴11内に挿入し、油圧シリンダ12により支線アンカーAの補強板3を押圧して抵抗板2を試掘穴11の内壁面に食い込ませるようにしたが、本発明は、このような油圧シリンダ12及び保持金具17の代わりに、試掘穴11内に挿入した支線アンカーAの一対の脚部材1,1同士を手動機構により開脚させて抵抗板2を試掘穴11の内壁面に食い込ませるようにしてもよい。
【0028】
また、支線アンカーAの構成としても、上記実施形態の如きものに限らず、種々のものを採用してもよく、例えば脚部材1と抵抗板2とを一体に成形したり、抵抗板2の形状を上方に円弧状に湾曲成形したりしてもよい。
【0029】
【発明の効果】
以上のように、本発明における電柱用支線アンカーの埋設方法によれば、埋設物の調査のために掘った試掘穴を支線アンカーの埋設穴として利用することにより、埋設作業時に従来の如く支線アンカーの埋設穴を掘る必要はなく、作業時間の短縮化及び作業労力の軽減化を図ることができ、また高価な専用装置や穴掘り機械などを必要とせず、実施化を容易に図ることができる。しかも、支線アンカーは、尖頭状の抵抗板が試掘穴の内壁面に食い込んだ状態で埋設されるため、試掘穴の深さが十分でない場合でも支線アンカーの耐引き抜き強度を高く確保することができ、実用性に優れた効果を奏するものである。
【0030】
特に、請求項2に係る発明では、作業者らは地面上で保持金具を保持してシリンダを支線アンカーに当接させながら、手動ポンプによりシリンダを伸張駆動させるだけでシリンダの押圧力により支線アンカーの抵抗板を試掘穴の内壁面に深く確実に食い込ませることができるので、作業時間の短縮化及び作業労力の軽減化を一層図ることができる。
【0031】
また、本発明の電柱用支線アンカーによれば、試掘穴の大きさや形状が種々異なる場合でも試掘穴内に挿入した一対の脚部材の開脚角度を変えるだけで対応することができるので、汎用性に優れた効果を有する。しかも、脚部材の開脚状態つまり各脚部材下端の抵抗板が試掘穴の内壁面に食い込んだ状態はストッパー部材により保持されて埋め戻されるため、支線アンカーの耐引き抜き強度を永続的に高く確保することができる。
【0032】
特に、請求項4に係る発明では、抵抗板の折り曲げ又は湾曲構造並びに脚部材及び補強板との接合構造により抵抗板の剛性を効果的に高めることができるので、支線アンカーの耐引き込み強度をより高めることができる。その上、補強板をシリンダの押し当て面として利用することができるという効果を併有する。
【図面の簡単な説明】
【図1】本発明の実施形態に係る電柱用支線アンカーの開脚状態の正面図である。
【図2】同平面図である。
【図3】上記支線アンカーの一方の脚部材側を示し、(a)は正面図、(b)は右側面図である。
【図4】上記支線アンカーの埋設方法を説明するための作業工程の前半部分を示す工程図である。
【図5】同じく後半部分を示す工程図である。
【図6】支線アンカーの埋設に使用する油圧シリンダ及びスペーサの斜視図である。
【図7】同じく支線アンカーの埋設に使用する保持金具を示し、(a)は正面図、(b)は側面図である。
【符号の説明】
A 電柱用支線アンカー
1 脚部材
2 抵抗板
3 補強板
4 ストッパー部材
7 ボルト(締結部材)
9 係合部
11 試掘穴
12 油圧シリンダ
17 保持金具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a utility pole branch anchor for fixing a utility line supporting a utility pole to the ground and a method of embedding the same.
[0002]
[Prior art]
Conventionally, as this kind of utility pole branch anchor, for example, as disclosed in Patent Document 1, a lower end of the resistor plate is formed in a pointed shape, and one end of the resistor plate is pivotally connected to the upper end portion of the resistor plate. In many cases, the guide plate is composed of a guide plate and a stabilizer plate slidably mounted on the outer periphery from the other end (free end) side of the guide plate. And when burying this branch line anchor in the ground, first, the lower end side of the resistance plate is stabbed into the ground, and the upper end portion of the resistance plate is driven using a driving rod or the like, so that the resistance plate and the guide plate are connected to the guide plate. Embed in the ground leaving only the free end on the ground. Subsequently, after one end of the stabilizing plate is mounted on the free end side of the guide plate, the other end of the stabilizing plate is driven with a driving rod or the like so as to be buried deep in the ground along the guide plate.
[0003]
Further, as another method of burying a branch pole anchor for a utility pole, for example, as disclosed in Patent Document 2, a hole is dug deep in the ground, and after inserting a branch line anchor into the hole, soil is buried in the hole. Things to do are also known.
[0004]
[Patent Document 1]
JP-A-10-195871 (page 3-4, FIGS. 7-10)
[Patent Document 2]
Japanese Patent Laid-Open No. 11-6148 (page 2-4, FIGS. 4 and 6)
[0005]
[Problems to be solved by the invention]
However, among the above conventional methods, the former burying method has a problem that it takes a lot of time and labor to drive the resistance plate of the branch line anchor deep into the ground. In addition, in Patent Document 1, a dedicated pile driving device has been proposed to solve this problem, but this type of dedicated device is costly and cannot be easily implemented. There is.
[0006]
Further, in the latter burying method, the burial hole must be made by hand digging in a place where a digging machine or the like cannot be used, and there is a problem that it takes much time and labor like the former one.
[0007]
The present invention has been made in view of such various points, and the first problem is that, in particular, prior to the installation of the utility pole, a hand drilling is performed near the planned installation location of the utility pole for the investigation of the buried object. At the same time, it is possible to reduce the work time and labor by using the test hole as an embedding hole for the utility pole branch line anchor. It is an object of the present invention to provide a method for burying utility pole anchors that can be easily implemented without requiring a digging machine.
[0008]
Moreover, the 2nd subject of this invention is providing the branch line anchor for utility poles suitable for utilizing the test hole mentioned above as a burial hole in implementing this burial method.
[0009]
[Means for Solving the Problems]
In order to solve the first problem, the invention according to claim 1 is a method for burying a branch line anchor for fixing a branch line supporting a power pole to the ground. A step of providing a hole at a planned location of the branch anchor, a step of inserting a branch anchor having at least a pointed resistance plate into the test hole, and a biting of the resistance plate of the branch anchor into the inner wall of the test hole It is set as the structure provided with a process and the process of refilling soil in the said test hole.
[0010]
In this configuration, because the drilling holes to be dug for investigating the buried objects prior to the installation of the utility poles are set at the planned locations of the branch anchors, the branch anchors are used as before when the branch anchors are buried. It is possible to embed by inserting a branch anchor into the trial hole without providing a special burial hole. Moreover, since the branch anchor is embedded with a pointed resistance plate biting into the inner wall surface of the test hole, the pullout strength of the branch anchor is ensured to be high even when the depth of the test hole is not sufficient. become.
[0011]
The invention according to claim 2 is the method of embedment of the utility pole branch anchor according to claim 1, in particular, in the step of biting the resistance plate of the branch anchor into the inner wall surface of the test hole, a cylinder driven by a manual pump is provided. It fixes to a holding metal fitting, hold | maintains this holding metal fitting on the ground, inserts a cylinder in a borehole, presses a branch anchor with a cylinder, and makes it a structure which bites a resistance board into the inner wall face of a borehole. In this configuration, the workers hold the metal fittings on the ground and bring the cylinder into contact with the branch anchor, while the cylinder is driven to extend by a manual pump, so that the resistance plate of the branch anchor is tested by the cylinder pressing force. It can deeply and securely bite into the inner wall surface of the hole.
[0012]
Further, in order to solve the second problem, the invention according to claim 3 is a pair of leg members whose upper ends are rotatably connected via a fastening member as branch pole anchors for utility poles, and each leg. A resistance plate fixed to the lower end of each member and formed in a pointed outward shape, a reinforcing plate fixed to the joint between the resistance plate and the leg member, and one end pivotable to one leg member And a stopper member having an engaging portion that is engageable with the reinforcing plate on the other leg member side at the other end.
[0013]
In this configuration, when inserting the branch anchor into the test hole, the pair of leg members are inserted with their lower ends closed, and the leg members are opened using a cylinder or the like driven by a manual pump. Each of the resistance plates at the lower end of the member is made to bite into the inner wall surface of the test hole. After that, the stopper member is rotated around the connecting portion with one leg member, and the engaging portion is engaged with the reinforcing plate on the other leg member side. The state in which the plate bites into the inner wall surface of the test hole is held by the stopper member. If the soil is backfilled in the test hole in this state, the pullout strength of the branch anchor is permanently secured.
[0014]
According to a fourth aspect of the present invention, in the branch pole anchor for a utility pole according to the third aspect, the resistor plate is bent upward in a V shape or curved in an arc shape at the center line thereof, and substantially on the center line of the resistor plate. The lower end of the leg member is fixed substantially vertically, and the reinforcing plate is fixed to the resistance plate and the leg member while being orthogonal to the center line of the resistance plate and in contact with the end surface of the leg member. In this configuration, the resistance plate can be effectively increased in rigidity by the bending or bending structure of the resistance plate and the joining structure of the leg member and the reinforcing plate, and the leg members can be connected to each other using a cylinder driven by a manual pump. When the legs are opened, the reinforcing plate can be used as a pressing surface of the cylinder.
[0015]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 and 2 show a utility pole branch anchor A according to an embodiment of the present invention. The branch anchor A is fixed to a pair of leg members 1, 1 and the lower ends of the leg members 1, respectively. In order to maintain the open leg state between the two resistance plates 2 and 2, the two reinforcing plates 3 and 3 fixed to the joints between the resistance plates 2 and the leg member 1, and the leg members 1 and 1, respectively. The two stopper members 4 and 4 are provided.
[0016]
As shown in FIG. 3, each of the leg members 1 has a flat plate shape, and a bolt 7 as a fastening member is inserted into a bolt hole 6 formed at an upper end portion thereof to form a pair of leg members 1, 1. The upper ends are coupled so as to be rotatable. Each of the resistance plates 2 is formed in an outwardly-pointed shape that is the opening direction of the leg members 1 and 1 in plan view, and has a V-shape with a large opening upward at the center line. It is bent. And the lower end of the leg member 1 is being fixed to the substantially center line of this resistance board 2 by welding substantially perpendicularly.
[0017]
Each of the reinforcing plates 3 has a substantially rhombus shape, and is fixed to the resistance plate 2 and the leg member 1 by welding while being orthogonal to the center line of the resistance plate 2 and in contact with the inner end surface of the leg member 1. ing. Each stopper member 4 is made of an angle material, and one end of each stopper member 4 is rotatably connected to a lower portion of one of the pair of leg members 1 and 1 through a bolt 8. In addition, an engaging portion 9 that can be engaged with the reinforcing plate 3 on the other leg member 1 side is formed at the other end portion of each stopper member 4 by notching from the end surface.
[0018]
Although not shown, one end of the branch line rod is coupled to the bolt 7 on the upper end side of the leg member 1, and the ground side end portion of the branch line supporting the utility pole is connected to the other end of the branch bar. ing.
[0019]
Next, a method for embedding the branch anchor A will be described with reference to FIGS. Prior to the installation of the utility pole, it is common to provide a test hole 11 having a diameter of about 700 mm and a depth of about 1000 mm near the planned installation location of the utility pole for investigation of the buried object. As a point, this test hole 11 is provided in the planned location of the branch anchor. Note that the planned location of the branch anchor is determined based on the planned installation location of the utility pole and the planned overhead state of the utility pole.
[0020]
Then, after installing the utility pole, the pair of leg members 1 and 1 of the branch anchor A are brought into a closed leg state in which the resistance plates 2 and 2 on the lower end side are in contact with each other on the inside, and at the lower part of each leg member 1 The connected stopper members 4 are superposed on the leg members 1, respectively, and the branch anchor A is inserted into the test hole 11 in this state, and the resistance plate 2 is placed at the bottom of the test hole 11 (see FIG. 4 (a)).
[0021]
Subsequently, each resistance plate 2 of the branch anchor A is bitten into the inner wall surface of the test hole 11 by using a hydraulic cylinder 12 driven by a manual pump (not shown) (see FIGS. 4B and 4C). ). The manual pump and the hydraulic cylinder 12 are general-purpose ones used for jacks and the like. In this embodiment, as shown in detail in FIG. 6, the hydraulic cylinder 12 is a double-acting type in which two hydraulic hoses 13, 13 communicated with a manual pump are connected to a cylinder body 12a. A pressing member 14 is attached to the tip of the piston rod 12b extending from one end of the cylinder body 12a, and a screw hole 15 is provided in the other end of the cylinder body 12a. Sixteen threaded portions 16a are screwed together. Then, a T-shaped holding bracket 17 as shown in FIG. 7 is prepared, and the hydraulic cylinder 12 is fixed to a fixing portion 17a provided at the tip of the holding bracket 17, and then the holding portion 17b of the holding bracket 17 on the ground. The hydraulic cylinder 12 is inserted into the test hole 11 while the pressure member 14 and the spacer 16 are arranged between the two reinforcing plates 3 and 3 of the branch anchor A. In this state, the hydraulic cylinder 12 is extended and driven by a manual pump to open the pair of leg members 1 and 1 via the reinforcing plate 3, so that the resistance plate 2 at the lower end of each leg member 1 is placed in the test hole 11. It begins to bite into the wall. A plurality of types of spacers 16 having different lengths are prepared, and the spacers 16 are successively longer in length as the distance between the two reinforcing plates 3, 3, that is, the leg opening angle of the leg members 1, 1 increases. 16 is attached to the hydraulic cylinder 12 for use.
[0022]
After each resistance plate 2 of the branch anchor A has digged deeply into the inner wall surface of the test hole 11 by such a procedure, the stopper member 4 superimposed on each leg member 1 is tilted around the bolt 8 that is the fulcrum. And the engaging portion 9 of the stopper member 4 is engaged with the reinforcing plate 3 on the other leg member 1 side, thereby maintaining the open leg state between the leg members 1 and 1 (FIG. 5A). reference). Thereafter, the soil is backfilled in the test hole 11 (see FIG. 5B). Thus, the burying of the branch line anchor A is completed.
[0023]
According to such a method of burying the branch line anchor A, since the test hole 11 to be dug by hand for the investigation of the buried object is set at the planned burial site of the branch line anchor A before the installation of the utility pole, the branch line At the time of burying the anchor A, the branch line anchor A can be inserted and buried in the test hole 11 without specially providing a burial hole for the branch line anchor as in the prior art. As a result, the working time can be shortened and the work labor can be reduced, and an expensive dedicated device or a digging machine is not required, and the implementation can be facilitated.
[0024]
Moreover, the branch anchor A has a pair of leg members 1 and 1 whose upper ends are rotatably connected via bolts 7 and two pointed shapes fixed to the lower ends of the both leg members 1 and 1, respectively. Resistance plates 2, 2, and the pair of leg members 1, 1 are opened and the resistance plates 2, 2 are embedded in the inner wall surface of the test hole 11. Even when the depth is not sufficient, the pull-out strength of the branch anchor A can be secured high. Further, even when the size and shape of the test hole 11 are different, when the branch line anchor A is inserted into the test hole 11, it can be dealt with by simply changing the leg angle of the leg members 1 and 1, and widely used. Can do. In addition, since the leg members 1 and 1 in the open leg state, that is, the state in which the resistance plate 2 bites into the inner wall surface of the test hole 11 is retained by the pair of stopper members 4 and 4 even after being buried, The pullout strength can be secured permanently high.
[0025]
Further, when the two resistance plates 2 and 2 of the branch anchor A are caused to bite into the inner wall surface of the test hole 11, the operators fix the hydraulic cylinder 12 driven by the manual pump to the fixing portion 17 a of the holding bracket 17. The hydraulic cylinder 12 is inserted into the test hole 11 while holding the holding portion 17b of the holding metal 17 on the ground, and the resistance plate 3 of the branch anchor A is pressed by the hydraulic cylinder 12 so that each resistance plate 2 is inserted into the test hole. 11 can be deeply and surely bitten into the inner wall surface, so that the pull-out strength of the branch line anchor A can be further increased while reducing work labor and the like.
[0026]
In addition, each of the resistance plates 2 is bent upward in a V shape at the center line thereof, and the lower end of the leg member 1 is fixed substantially vertically on the center line of the resistance plate 2, and the resistance plate 2 Since the reinforcing plate 3 is fixed to the resistance plate 2 and the leg member 1 while being in contact with the end surface of the leg member 1 and orthogonal to the center line of the leg member 1, the bending structure of each resistance plate 2 and the leg member 1 and the reinforcing plate In addition to effectively increasing the rigidity of each resistance plate 2 by the joining structure with 3, the reinforcing plate 3 is pressed against the pressing surface of the hydraulic cylinder 12 when the leg members 1, 1 are opened using the hydraulic cylinder 12. Can be used as
[0027]
In addition, this invention is not limited to the said embodiment, Other various embodiment is included. For example, in order to bite the resistance plate 2 of the branch anchor A into the inner wall surface of the test hole 11, a hydraulic cylinder 12 driven by a manual pump is fixed to the holding metal 17, and the holding metal 17 is held on the ground to hold the hydraulic cylinder. The cylinder 12 is inserted into the test hole 11, and the reinforcing plate 3 of the branch line anchor A is pressed by the hydraulic cylinder 12 to cause the resistance plate 2 to bite into the inner wall surface of the test hole 11. Instead of the hydraulic cylinder 12 and the holding metal 17, the pair of leg members 1, 1 of the branch anchor A inserted into the test hole 11 are opened by a manual mechanism, and the resistance plate 2 is attached to the inner wall surface of the test hole 11. You may make it bite.
[0028]
Further, the configuration of the branch anchor A is not limited to the above-described embodiment, and various types may be adopted. For example, the leg member 1 and the resistance plate 2 may be integrally formed, The shape may be curved upward in an arc shape.
[0029]
【The invention's effect】
As described above, according to the method of embedding a branch pole anchor for a utility pole in the present invention, a branch anchor can be used as in a conventional manner during burial work by using a test hole drilled for investigating a buried object as a buried hole of the branch anchor. It is not necessary to dig a buried hole, so that the working time can be shortened and the work labor can be reduced, and an expensive dedicated device or a digging machine is not required, so that the implementation can be facilitated. . Moreover, since the branch anchor is embedded with the pointed resistance plate biting into the inner wall surface of the test hole, it is possible to ensure high pull-out strength of the branch anchor even if the depth of the test hole is not sufficient. It is possible to produce an effect excellent in practicality.
[0030]
In particular, in the invention according to claim 2, the workers hold the holding metal fitting on the ground and bring the cylinder into contact with the branch anchor, while the cylinder is driven to extend by a manual pump, and the branch anchor is driven by the pressing force of the cylinder. Since the resistance plate can be deeply and surely bite into the inner wall surface of the trial hole, the working time can be further shortened and the work labor can be further reduced.
[0031]
In addition, according to the utility pole branch anchor of the present invention, even if the size and shape of the test hole are different, it can be handled by changing the leg angle of the pair of leg members inserted into the test hole. It has an excellent effect. In addition, when the leg member is in the open state, that is, when the resistance plate at the lower end of each leg member bites into the inner wall of the test hole, it is held back by the stopper member, so the pullout strength of the branch anchor is permanently secured. can do.
[0032]
In particular, in the invention according to claim 4, the resistance plate can be effectively increased in rigidity by the bending or bending structure of the resistance plate and the joining structure of the leg member and the reinforcing plate. Can be increased. In addition, the reinforcing plate can be used as a pressing surface of the cylinder.
[Brief description of the drawings]
FIG. 1 is a front view of a utility pole branch line anchor according to an embodiment of the present invention in an open leg state.
FIG. 2 is a plan view of the same.
FIG. 3 shows one leg member side of the branch anchor, wherein (a) is a front view and (b) is a right side view.
FIG. 4 is a process diagram showing a first half of an operation process for explaining a method of burying the branch line anchor.
FIG. 5 is a process diagram showing the latter half part in the same manner.
FIG. 6 is a perspective view of a hydraulic cylinder and a spacer used for embedding a branch anchor.
FIGS. 7A and 7B show a holding metal fitting used for embedding a branch anchor, wherein FIG. 7A is a front view and FIG. 7B is a side view.
[Explanation of symbols]
A Telephone branch anchor 1 Leg member 2 Resistance plate 3 Reinforcement plate 4 Stopper member 7 Bolt (fastening member)
9 Engagement portion 11 Test hole 12 Hydraulic cylinder 17 Holding bracket

Claims (4)

電柱を支える支線を地面に固定するための支線アンカーの埋設方法であって、
電柱の設置に先立って埋設物の調査のための試掘穴を支線アンカーの埋設予定箇所に設ける工程と、
上記試掘穴内に、少なくとも尖頭状の抵抗板を有する支線アンカーを挿入する工程と、
上記支線アンカーの抵抗板を試掘穴の内壁面に食い込ませる工程と、
上記試掘穴内に土を埋め戻す工程とを備えたことを特徴とする電柱用支線アンカーの埋設方法。
A method of embedding a branch line anchor for fixing a branch line supporting a power pole to the ground,
Prior to the installation of the utility pole, a process of providing a test hole for investigating the buried object at a planned location of the branch anchor,
Inserting a branch anchor having at least a pointed resistance plate in the test hole;
A process of causing the resistance plate of the branch anchor to bite into the inner wall surface of the test hole;
A method for burying a branch anchor for a utility pole, comprising: a step of backfilling soil in the trial hole.
上記支線アンカーの抵抗板を試掘穴の内壁面に食い込ませる工程では、手動ポンプにより駆動されるシリンダを保持金具に固定し、地面上でこの保持金具を保持してシリンダを試掘穴内に挿入し、シリンダにより支線アンカーを押圧して抵抗板を試掘穴の内壁面に食い込ませる請求項1記載の電柱用支線アンカーの埋設方法。In the process of biting the resistance plate of the branch anchor into the inner wall surface of the test hole, the cylinder driven by the manual pump is fixed to the holding metal, the cylinder is inserted into the test hole while holding the holding metal on the ground, The method of embedding a branch anchor for a utility pole according to claim 1, wherein the branch anchor is pressed into the inner wall surface of the test hole by pressing the branch anchor with a cylinder. 上端同士が締結部材を介して回動可能に連結された一対の脚部材と、この各脚部材の下端にそれぞれ固定され、外向きに尖頭状に形成された抵抗板と、この抵抗板と脚部材との接合部に固定された補強板と、一端が一方の脚部材に回動可能に連結され、他端に他方の脚部材側の補強板に係合可能な係合部が形成されたストッパー部材とを備えたことを特徴とする電柱用支線アンカー。A pair of leg members whose upper ends are connected to each other via a fastening member, a resistance plate fixed to the lower end of each leg member and formed outwardly in a pointed shape, and the resistance plate A reinforcing plate fixed to the joint portion with the leg member, and an engaging portion that is rotatably connected to one leg member at one end and engageable with the reinforcing plate on the other leg member side are formed at the other end. A branch anchor for a utility pole, comprising a stopper member. 上記抵抗板は、その中心線で上方にV字状に折り曲げられ又は円弧状に湾曲させられており、この抵抗板の略中心線上に上記脚部材の下端が略垂直に固定されているとともに、抵抗板の中心線と直交しかつ脚部材の端面に当接した状態で上記補強板が抵抗板及び脚部材に固定されている請求項3記載の電柱用支線アンカー。The resistance plate is bent upward in a V shape at its center line or curved in an arc shape, and the lower end of the leg member is fixed substantially vertically on the approximate center line of the resistance plate, 4. The utility pole branch anchor according to claim 3, wherein the reinforcing plate is fixed to the resistance plate and the leg member in a state of being orthogonal to the center line of the resistance plate and in contact with the end surface of the leg member.
JP2003178967A 2003-06-24 2003-06-24 Branch line anchor for pole and underground method thereof Pending JP2005016042A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101340626B1 (en) 2013-08-12 2013-12-11 (주)누리일렉콤 Extention type earth wire under-bracing
JP2016205014A (en) * 2015-04-24 2016-12-08 東京電力ホールディングス株式会社 Branch line anchor and construction method of the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101340626B1 (en) 2013-08-12 2013-12-11 (주)누리일렉콤 Extention type earth wire under-bracing
JP2016205014A (en) * 2015-04-24 2016-12-08 東京電力ホールディングス株式会社 Branch line anchor and construction method of the same

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