JPH073237U - Screw type utility pole and adapter for building pole car - Google Patents

Screw type utility pole and adapter for building pole car

Info

Publication number
JPH073237U
JPH073237U JP1364393U JP1364393U JPH073237U JP H073237 U JPH073237 U JP H073237U JP 1364393 U JP1364393 U JP 1364393U JP 1364393 U JP1364393 U JP 1364393U JP H073237 U JPH073237 U JP H073237U
Authority
JP
Japan
Prior art keywords
ring spacer
pole
steel pipe
adapter
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.)
Pending
Application number
JP1364393U
Other languages
Japanese (ja)
Inventor
喜七郎 宮入
佐藤  一郎
邦治 西澤
洋一 馬場
康弘 大田
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.)
Nippon Telegraph and Telephone Corp
Original Assignee
Nippon Telegraph and Telephone Corp
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 Nippon Telegraph and Telephone Corp filed Critical Nippon Telegraph and Telephone Corp
Priority to JP1364393U priority Critical patent/JPH073237U/en
Publication of JPH073237U publication Critical patent/JPH073237U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 建柱に際し穴堀りや埋戻しの作業のない人力
作業が不要となる電柱と電柱に使用するアダプタを得る
にある。 【構成】 根本部が太くなる中空の鋼管の下端部に鋸歯
状の歯部を構成し,上部に真棒用穴を穿設し,下部内部
に沈下防止板を溶接したねじ込み式電柱と建柱の際,穴
掘り建柱車のドリルシャフトと連結結合する中空の鋼管
に上部よりドリルシャフト固定ピン,ワイヤストッパ,
上側リングスペーサ,および下側リングスペーサを設
け,上側リングスペーサには大径用リングスペーサ嵌合
穴と電柱固定用真棒穴を,下側リングスペーサにはリン
グスペーサガイド部を設け,リングスペーサガイド部に
尻手用フックを固定したアダプタからなる。
(57) [Summary] [Purpose] The purpose is to obtain a utility pole and an adapter used for the utility pole that does not require manual labor without digging or backfilling the building pole. [Structure] A screw-type utility pole and a building pole in which a hollow steel pipe with a thick root has a serrated tooth at the lower end, a hole for a true rod is drilled in the upper part, and a subsidence prevention plate is welded in the lower part. At the time of drilling, from the top to the hollow steel pipe that connects and connects with the drill shaft of the digging tunnel car, the drill shaft fixing pin, wire stopper,
The upper ring spacer and the lower ring spacer are provided. The upper ring spacer is provided with a ring spacer fitting hole for large diameter and a true pole hole for fixing the pole, and the lower ring spacer is provided with a ring spacer guide part. It consists of an adapter with a tail hook fixed to the part.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は建柱に使用するねじ込み式電柱と電柱を建柱するために使用する建柱 車用アダプタに関するものである。 The present invention relates to a screw-type utility pole used for a building pole and an adapter for a utility pole vehicle used to build a utility pole.

【0002】[0002]

【従来の技術】[Prior art]

従来,一般に行なわれている穴掘り建柱手段を図13に基いて説明する。 図13の(a)のように穴堀建柱車50に装備されているアースオーガ51によ り,電柱の太さ及び高さに見合った大きさの丸穴を堀削する。次に(c)のように クレーンを用いて,堀削穴に電柱を建てて入れる。 電柱の垂直度を確認し,(d)のように堀削土を穴に埋め戻す。埋め戻しは土砂 の突き固めをしながら行う。最後に電柱の周囲の地均し,清掃を行う。 A conventional digging pillar means will be described with reference to FIG. As shown in FIG. 13 (a), an earth auger 51 provided in the hole-digging column car 50 excavates a round hole having a size corresponding to the thickness and height of the utility pole. Next, as in (c), a crane is used to build a utility pole in the excavation hole. Check the verticality of the utility pole and refill the hole with the excavated soil as shown in (d). Backfilling is performed while compacting the soil. Finally, level the ground around the utility pole and clean it.

【0003】 従来の作業手順の問題点は次の通りである。 電柱径よりも太い穴を掘り,建柱後埋め戻すための地盤が軟弱化し,電柱を支 える地耐力が低下する。このため,大きな水平荷重のかかる電柱では支線,支柱 など張力に対抗する設備が必要となる。 穴堀り自体はアースオーガによる機械力が使えるが,オーガですくい上げた土 砂の処理(オーガからの除去及び処理)は人力作業が必要となる(図13の(b) 参照)。また,建柱後の土砂の埋め戻し,突き固め,地均し,清掃などの作業は すべて人力となるため,疲労,危険を伴い,被服の汚れも生じる。 建柱場所によっては周辺に害を及ぼす恐れがある。農耕地では耕作物を損傷す る,市街地では土砂による道路の汚れ,道路では路肩の軟弱化を生ずる。The problems of the conventional work procedure are as follows. The ground for digging a hole thicker than the diameter of the utility pole and backfilling it after building will weaken, and the bearing capacity for supporting the utility pole will decrease. For this reason, telephone poles with a large horizontal load require equipment such as branch lines and struts to resist tension. The hole excavation itself can use the mechanical power of the earth auger, but the sand sand picked up by the auger (removal and treatment from the auger) requires manual work (see Fig. 13 (b)). In addition, since the work such as backfilling of sand and sand, tamping, ground leveling, and cleaning after building columns requires human power, fatigue, danger, and stains on clothes occur. Depending on the location of the pillar, there is a risk of harming the surrounding area. Crop crops are damaged in arable land, roads are soiled by soil in urban areas, and shoulders are weakened in roads.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は建柱に際し,土砂の処理を必要とせず,建柱場所の周辺に害を及ぼす ことのない電柱と電柱を建柱するためのアダプタを得るにある。 The present invention is to obtain a utility pole and an adapter for constructing a utility pole that do not require treatment of earth and sand and do not cause damage to the surroundings of the location of the building pole.

【0005】[0005]

【実施例】【Example】

図1は本考案のねじ込み式電柱の斜視図である。 本考案のねじ込み式電柱の構成を説明する。 ねじ込み式電柱1は中空の鋼管1−1を先端の外径は底部より小さく,下端開 口部を鋸歯状の歯部2に構成し,鋼管内部の埋設深さに相当する位置に,一般的 には柱長の6分の1のところに沈下防止板3となる円盤状の鋼板を溶接して固定 する。長尺柱の場合は分割型鋼管継柱を用いるが,その下管は前記同様に加工す る。電柱の長さは例えば2.25m〜3.40mで,上部外径は150mm,下 部外径は181mm,鋼管の厚さは3mmである。 FIG. 1 is a perspective view of a screw-type electric pole of the present invention. The construction of the screw-type electric pole of the present invention will be described. The screw-type utility pole 1 has a hollow steel pipe 1-1 whose outer diameter at the tip is smaller than that of the bottom, and the lower end opening is configured as a serrated tooth portion 2, which is generally located at the position corresponding to the burial depth inside the steel pipe. At this point, a disc-shaped steel plate that will become the subsidence prevention plate 3 is welded and fixed to one sixth of the column length. For long columns, split type steel pipe joint columns are used, but the lower pipe is processed in the same manner as above. The length of the utility pole is, for example, 2.25 m to 3.40 m, the outer diameter of the upper part is 150 mm, the outer diameter of the lower part is 181 mm, and the thickness of the steel pipe is 3 mm.

【0006】 図2は本考案の建柱車用アダプタ(以下アダプタという。)正面図,図3は 図2のA−A’の断面図,図4は図2のB−B’の断面図である。 本考案のアダプタの構成を説明する。 図において,10は鋼管,11は鋼管の四角の孔,12は上部に設けたドリル シャフト固定ピン,13はワイヤストッパ,14は上側リングスペーサ,15は 下側リングスペーサ,18はリングスペーサガイド部,19は尻手用フックであ る。FIG. 2 is a front view of an adapter (hereinafter referred to as “adapter”) P for a building column vehicle of the present invention, FIG. 3 is a sectional view taken along line AA ′ of FIG. 2, and FIG. It is a figure. The configuration of the adapter P of the present invention will be described. In the figure, 10 is a steel pipe, 11 is a square hole of the steel pipe, 12 is a drill shaft fixing pin provided on the upper part, 13 is a wire stopper, 14 is an upper ring spacer, 15 is a lower ring spacer, and 18 is a ring spacer guide part. , 19 are hooks for the buttocks.

【0007】 鋼管10は正四角の孔11を有し,最下部には円板状の下側リングスペーサ1 5を設け,下部に鋼板で構成した皿状の複数の孔を有するリングスペーサガイド 部18を取付け,リングスペーサガイド部18には尻手用フック19を設ける。 鋼管10の上部にはドリルシャフト固定ピン12を設け,鋼管10の中間部より 若干下に円板状の上側リングスペーサ14を設け,下部に鋼板で構成した皿状の 複数の孔を有する支持部14−1を設け,上側リングスペーサ14の上部に鋼板 を上方が開放する皿状に構成したワイヤストッパ13を固定する。上側リングス ペーサ14にはB−B’線の断面図図4に示すよう電柱固定真棒穴20a,20 bと大径用リングスペーサ嵌合孔21a,21bを設ける。アダプタのLの長 さは1mである。The steel pipe 10 has a square hole 11, a disk-shaped lower ring spacer 15 is provided at the lowermost portion, and a ring spacer guide portion having a plurality of dish-shaped holes made of steel plates at the lower portion. 18 is attached, and a hook 19 for the rear hand is provided on the ring spacer guide portion 18. A drill shaft fixing pin 12 is provided at the upper part of the steel pipe 10, a disc-shaped upper ring spacer 14 is provided slightly below the middle part of the steel pipe 10, and a support part having a plurality of plate-shaped holes made of steel plates at the lower part. 14-1 is provided, and a steel plate is fixed to the upper part of the upper ring spacer 14 as a plate-shaped wire stopper 13 whose upper side is open. The upper ring spacer 14 is provided with true pole holes 20a, 20b for fixing poles and ring spacer fitting holes 21a, 21b for large diameters as shown in a sectional view taken along the line BB 'in FIG. The length of L of the adapter P is 1 m.

【0008】 本考案のねじ込み式電柱を使用し建柱する手順を説明する。 図9,図11に示すように,穴掘り建柱車50のアースオーガに代えて,ドリ ルシャフト32にアダプタを挿入し,ドリルシャフト固定ピン12で固定する 。次に,ねじ込み式電柱1の上部開口からアダプタを挿入する。更にアダプタ の真棒穴20a,20bとねじ込み式電柱1の固定用真棒穴4a,4bの位置 に合わせて,ボルトを差込み固定する。A procedure for constructing a pillar using the screw-type electric pole of the present invention will be described. As shown in FIGS. 9 and 11, an adapter is attached to the drill shaft 32 instead of the earth auger of the digger / columner 50.PInsert and fix with the drill shaft fixing pin 12. Next, from the upper opening of the screw-type power pole 1, the adapterPInsert. Further adapter P The bolts are inserted and fixed in accordance with the positions of the true rod holes 20a and 20b of the above and the true rod holes 4a and 4b of the fixing of the screw-type electric pole 1.

【0009】 前記のように準備し,建柱予定場所に建柱車用アダプタに装着したねじ込み式 電柱を設置する。ドリルシャフト32を回転させ,ブーム角度などを調整しなが ら,ねじ込み式電柱1を垂直に地中にねじ込む,所定の深さまでねじ込んだ後, ねじ込み式電柱1からアダプタを取り外す。 鋼管継柱の場合は,さらにクレーンで上管をつり上げ下管に嵌合させる。Prepare as described above, and install a screw-type telephone pole attached to an adapter for a construction pole vehicle at a planned construction pole location. While rotating the drill shaft 32 and adjusting the boom angle, etc., the screw-type utility pole 1 is vertically screwed into the ground, screwed to a predetermined depth, and then the adapter P is removed from the screw-type utility pole 1. For steel pipe joint columns, the crane is used to lift the upper pipe and fit it into the lower pipe.

【0010】 前記構成の作用を説明する。 沈下防止板3は従来のように底板がなくても建柱後長期間電柱に荷重がかかる ことによる沈下を防止する。 ワイヤストッパ13は車両移動時にはアダプタを装着したオーガドリルをワイ ヤで巻き取り,クレーンのブーム31に密着収納するが,その際ワイヤがブーム 側に来ないようにするためのつば状のストッパである。The operation of the above configuration will be described. The subsidence prevention plate 3 prevents subsidence due to the load being applied to the utility pole for a long time after the building pole without the bottom plate as in the conventional case. The wire stopper 13 is a brim-shaped stopper that prevents the wire from coming to the boom side when the auger drill equipped with an adapter is wound by the wire and tightly stored in the boom 31 of the crane when the vehicle moves. .

【0011】 尻手用フック19は格納する際収納ワイヤの尻手が取付けられ,ドリルシャフ ト32を回転させてアダプタをワイヤで巻取りブームに密着固定する。 アダプタのリングスペーサはオーガドリルを鋼管柱の内周部に密着させるた めのスペーサである。上側スペーサ14と下側スペーサ15の上下2個所で一対 を成し,鋼管柱には電柱固定用真棒穴22a,22bを用いてボルトで固定する 。アダプタのリングスペーサガイド部18は,ドリルシャフト32をねじ込み 式電柱1に挿入する際スムーズに挿入できるよう リングスペーサ下側はテーパ ーを有する。When storing the tail hook 19, the tail of the storage wire is attached when the hook 19 is stored, and the drill shaft 32 is rotated to tightly fix the adapter to the take-up boom with the wire. The ring spacer of the adapter P is a spacer for bringing the auger drill into close contact with the inner peripheral portion of the steel pipe column. The upper spacer 14 and the lower spacer 15 form a pair at the upper and lower portions, and are fixed to the steel pipe column with bolts using the true pole holes 22a and 22b for fixing the electric pole. The ring spacer guide portion 18 of the adapter P has a taper on the lower side of the ring spacer so that the drill shaft 32 can be smoothly inserted when the drill shaft 32 is inserted into the screw-type electric pole 1.

【0012】 ところで,本考案のねじ込み式電柱の太さは種々あるので,アダプタは寸法 は一定であるので,ねじ込み式電柱が大きい時はねじ込み式電柱にアダプタを 挿入すると,ねじ込み式電柱1とアダプタの間は間隙を生ずる。本考案は前記 のような時上側リングスペーサ14に大径用半割リング17を装着する。図5に 正面図,図7に斜視図を示す。図6は図5のC−C’線の断面図を示す。図8に は上側リングスペーサ14に大径用半割リング16,17を装着した状態の断面 図である。図において,16a,17aは電柱固定用真棒穴,16a,17bは スペーサ嵌合用突起部,16c,17cと16d,17dは連結用ボルト穴であ る。 なお,鋼管継柱の場合の下管に大径用半割リングを適用する。By the way, since the screw-type utility pole of the present invention has various thicknesses, the size of the adapter P is constant. Therefore, when the screw-type utility pole is large, when the adapter P is inserted into the screw-type utility pole, the screw-type utility pole 1 There is a gap between the adapter and the adapter P. In the present invention, the large-diameter half ring 17 is attached to the upper ring spacer 14 in the above-mentioned case. Fig. 5 shows a front view and Fig. 7 shows a perspective view. FIG. 6 shows a sectional view taken along the line CC ′ of FIG. FIG. 8 is a sectional view showing a state in which the large-diameter half rings 16 and 17 are attached to the upper ring spacer 14. In the figure, 16a and 17a are true pole holes for fixing utility poles, 16a and 17b are spacer fitting projections, and 16c and 17c and 16d and 17d are connecting bolt holes. For steel pipe joint columns, a large diameter half ring is applied to the lower pipe.

【0013】[0013]

【考案の効果】[Effect of device]

本考案は前記構成のねじ込み式電柱とアダプタを使用して建柱するので, (1) 作業が簡単となる,短時間で済み,能率がアップする。 従来の穴掘り建柱法に比べて,穴堀りや埋戻しの作業がないため 地盤の地耐力が損われず,電柱の自立強度がアップする 土砂の埋め戻し,突き固め,地均し等の人力作業が不要になる 土砂の扱いがほとんどなくなり,被服等の汚れが少ない 排土が出ないので,建柱々所周辺を損わず,清掃作業が不要となる などの使用効果を生ずる。 Since the present invention is constructed by using the screw-type utility pole and the adapter having the above-mentioned configuration, (1) the work is simple, the work is completed in a short time, and the efficiency is improved. Compared with the conventional digging pillar method, there is no digging or backfilling work, so the ground bearing capacity is not impaired, and the self-supporting strength of utility poles is improved. Eliminates the need for manual labor The handling of soil and sand is eliminated, and clothes and other materials are less contaminated. Since no soil is discharged, cleaning work is not required and the surrounding areas of the building columns are not damaged.

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

【図1】本考案のねじ込み式電柱の斜視図である。FIG. 1 is a perspective view of a screw-type electric pole of the present invention.

【図2】本考案の建柱に使用するアダプタである。FIG. 2 is an adapter used for the building pillar of the present invention.

【図3】図2のA−A’線の断面図である。FIG. 3 is a cross-sectional view taken along the line A-A ′ in FIG.

【図4】図2のB−B’線の断面図である。FIG. 4 is a cross-sectional view taken along the line B-B ′ of FIG.

【図5】本考案の建柱の際使用する大径用半割リングの
正面図である。
FIG. 5 is a front view of a large-diameter half ring used in the building pillar of the present invention.

【図6】図5のC−C’線の断面図である。6 is a cross-sectional view taken along the line C-C ′ of FIG.

【図7】図5の斜視図である。FIG. 7 is a perspective view of FIG.

【図8】上側リングスペーサに大径用リングを嵌合した
状態の断面図である。
FIG. 8 is a cross-sectional view of a state in which a large diameter ring is fitted to the upper ring spacer.

【図9】穴掘り建柱車のドリルシャフト,アダプタおよ
びねじ込み式電柱を結合した状態の正面図である。
FIG. 9 is a front view showing a state in which a drill shaft, an adapter, and a screw-type electric pole of a digger / drilling pillar vehicle are connected to each other.

【図10】穴堀り建柱車のアースオーガに代えてドリル
シャフトの取替えた状態の説明図である。
FIG. 10 is an explanatory view showing a state in which the drill shaft is replaced in place of the earth auger of the hole-drilling column car.

【図11】穴掘り建柱車のドリルシャフトにアダプタを
結合し更にねじ込み式電柱を結合した状態図である。
FIG. 11 is a view showing a state in which an adapter is connected to a drill shaft of a digging pillar car and a screw-type electric pole is further connected.

【図12】本考案のねじ込み式電柱を所定の箇所に建柱
途中の説明図である。
FIG. 12 is an explanatory view of the screw-type electric pole of the present invention at a predetermined position in the middle of a building pole.

【図13】従来の建柱手順の説明図で,(a)は穴掘り建
柱車のアースオーガにより丸穴を堀削する,(b)は,ア
ースオーガですくい上げた土砂を除去する,(c)はクレ
ーンによる電柱の建入れる状態図である,(d)は土砂の
埋め戻し,突固め,地均し作業中の図である。
[Fig. 13] Fig. 13 is an explanatory view of a conventional building column procedure. (A) excavates a round hole with an earth auger of a digging column car, (b) removes soil and sand picked up by an earth auger, ( (c) is a state diagram of erection of a utility pole by a crane, (d) is a diagram of earth and sand backfilling, compaction, and ground leveling work.

【符号の説明】[Explanation of symbols]

1 本考案のねじ込み式電柱 1−1 中空の鋼管 2 鋸歯状の歯部 3 沈下防止板 4 真棒用穴(4a,4b) アダプタ 10 鋼管 11 四角の孔 12 ドリルシャフト固定ピン 13 ワイヤストッパ 14 上側リングスペーサ 15 下側リングスペーサ 16 大径用半割リング 17 大径用半割リング 18 リングスペーサガイド部 19 尻手フック 20a 電柱固定用真棒穴 20b 電柱固定用真棒穴 21a 大径リングスペーサ嵌合穴 21b 大径リングスペーサ嵌合穴1 Screw-in utility pole of this invention 1-1 Hollow steel pipe 2 Serrated tooth part 3 Settling prevention plate 4 True rod holes (4a, 4b) P adapter 10 Steel pipe 11 Square hole 12 Drill shaft fixing pin 13 Wire stopper 14 Upper ring spacer 15 Lower ring spacer 16 Large diameter half ring 17 Large diameter half ring 18 Ring spacer guide portion 19 Rear hand hook 20a Utility pole fixing true hole 20b Utility pole fixing true hole 21a Large diameter ring spacer fitting Dowel hole 21b Large diameter ring spacer Fitting hole

───────────────────────────────────────────────────── フロントページの続き (72)考案者 馬場 洋一 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 (72)考案者 大田 康弘 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Yoichi Baba 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nihon Telegraph and Telephone Corporation (72) Yasuhiro Ota 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nippon Telegraph and Telephone Corporation

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 先端の外径を底部の外径より小さくした
中空の鋼管の下端開口部を鋸歯状の歯部に構成し,鋼管
内部の埋設深さに相当する位置(一般に柱長の6分の1
の位置)に円盤状の鋼板からなる沈下防止板を溶接し,
鋼管上部の外周面上の対向する位置に真棒用穴を穿設し
てなることを特徴とするねじ込み式電柱。
1. A hollow steel pipe having a tip having an outer diameter smaller than that of a bottom portion has a lower end opening formed into a serrated tooth portion, and has a position corresponding to an embedding depth inside the steel pipe (generally, a column length of 6). One-third
Position), weld a subsidence prevention plate made of a disc-shaped steel plate,
A screw-type electric pole, wherein holes for true rods are formed at opposite positions on the outer peripheral surface of the upper portion of the steel pipe.
【請求項2】 孔形を正方形とした円筒形鋼管を設け,
下端部に下部に皿状のリングスペーサガイド部を有する
下側リングスペーサを設け,中間部より若干下に下部に
皿状支持体を有する上側リングスペーサを設け,前記上
側リングスペーサの上方に皿状のワイヤストッパを設
け,更に上方にドリルシャフト固定ピンを装着し,前記
上側リングスペーサには電柱固定用真棒孔と大径用リン
グスペーサ嵌合孔を設け,前記下側リングスペーサのリ
ングスペーサガイド部には尻手用フックを固定してなる
建柱車用アダプタ。
2. A cylindrical steel pipe having a square hole is provided,
A lower ring spacer having a dish-shaped ring spacer guide portion at the lower end is provided, and an upper ring spacer having a dish-shaped support is provided at a lower portion slightly below the middle portion, and the dish-shaped ring spacer is provided above the upper ring spacer. Wire stopper, the drill shaft fixing pin is mounted on the upper side, the upper ring spacer is provided with a true pole hole for fixing a pole and a ring spacer fitting hole for a large diameter, and the ring spacer guide of the lower ring spacer is provided. A column car adapter with a tail hook fixed to the section.
JP1364393U 1993-03-01 1993-03-01 Screw type utility pole and adapter for building pole car Pending JPH073237U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1364393U JPH073237U (en) 1993-03-01 1993-03-01 Screw type utility pole and adapter for building pole car

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1364393U JPH073237U (en) 1993-03-01 1993-03-01 Screw type utility pole and adapter for building pole car

Publications (1)

Publication Number Publication Date
JPH073237U true JPH073237U (en) 1995-01-17

Family

ID=11838922

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1364393U Pending JPH073237U (en) 1993-03-01 1993-03-01 Screw type utility pole and adapter for building pole car

Country Status (1)

Country Link
JP (1) JPH073237U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009033951A (en) * 2007-07-30 2009-02-12 Daewon Electric Co Ltd Method of construction work of circular arc shape aerial line electric pole under bracing member using expansion excavation unit for auger crane
JP2022530697A (en) * 2020-12-16 2022-06-30 中▲鉄▼九局集▲団▼▲電▼▲務▼工程有限公司 Utility pole assembly equipment and construction method for collapsed sections

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009033951A (en) * 2007-07-30 2009-02-12 Daewon Electric Co Ltd Method of construction work of circular arc shape aerial line electric pole under bracing member using expansion excavation unit for auger crane
JP2022530697A (en) * 2020-12-16 2022-06-30 中▲鉄▼九局集▲団▼▲電▼▲務▼工程有限公司 Utility pole assembly equipment and construction method for collapsed sections

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