JPH0733751B2 - Temporary construction method of building hole for utility pole - Google Patents

Temporary construction method of building hole for utility pole

Info

Publication number
JPH0733751B2
JPH0733751B2 JP11342189A JP11342189A JPH0733751B2 JP H0733751 B2 JPH0733751 B2 JP H0733751B2 JP 11342189 A JP11342189 A JP 11342189A JP 11342189 A JP11342189 A JP 11342189A JP H0733751 B2 JPH0733751 B2 JP H0733751B2
Authority
JP
Japan
Prior art keywords
utility pole
hole
elongated hole
construction method
cylindrical body
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 - Lifetime
Application number
JP11342189A
Other languages
Japanese (ja)
Other versions
JPH02292489A (en
Inventor
彦逸 渡辺
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11342189A priority Critical patent/JPH0733751B2/en
Publication of JPH02292489A publication Critical patent/JPH02292489A/en
Publication of JPH0733751B2 publication Critical patent/JPH0733751B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本考案は、電柱の線路設計に伴い、電柱を建てる場所の
事前調査を行い、適切な場所に構築可能な標示を行う電
柱建込み孔の仮設工法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a utility pole building hole for performing a preliminary survey of a place where a utility pole is to be built and providing a marking that can be constructed at an appropriate place in accordance with the design of the line of the utility pole. Regarding the temporary construction method.

[従来の技術] 従来、電柱の構築を予定した地点には、第6図(A),
(B)のように足場用の段階bを有する縦長孔a(約1.
5メートル)を穿設し、金属探査棒cで前記縦長孔aの
底面a′に挿通して埋設管等の障害物dの有無を調査し
た後、前記縦長孔a及び階段bを再び埋設して縦長孔a
の中心位置に標示杭eを第7図(A),(B)のように
打ち込んで置くものであった。
[Prior Art] Conventionally, at a place where a utility pole is planned to be constructed, as shown in FIG.
Vertical hole a (about 1.
5 m), the metal probe rod c is inserted into the bottom a ′ of the vertical hole a to inspect for an obstacle d such as a buried pipe, and then the vertical hole a and the stairs b are buried again. Vertical hole a
The marking pile e was driven and placed at the center position as shown in FIGS. 7 (A) and 7 (B).

この際、第7図(B)の下辺の数条の点線は探査棒cに
よる確認跡を示すものである。
At this time, several dotted lines on the lower side of FIG. 7 (B) indicate confirmation marks by the probe rod c.

このようにして電柱の建設路線を予め調査標示しておく
のであるが、実際の建柱時期との間には早くて一週間、
遅ければ略一年以上の間隔があるため、天候、或いは土
砂崩れやその他の外的要因により前記標示杭eの位置づ
れや方向づれが生じ易いこととなった。
In this way, the construction line of the utility pole is marked in advance, but one week at the earliest before the actual construction period,
Since there is an interval of about one year or more at the latest, it is likely that the marking piles e are misaligned or misaligned due to weather, landslides, or other external factors.

従って、何ら支障の生じない場合には、第8図示の如く
アースオーガ6による縦長孔aが適切に穿設されて電柱
の設置が円滑に行くのであるが、標示杭eの外力による
移動や方向のづれによるアースオーガの位置や穿削方向
のづれ等によって第9図示のようにアースオーガの回転
刃が障害物dを傷付け、これが電話回線のような場合に
は、その修復には多大の労力と時間とを必須とするもの
であった。
Therefore, when no trouble occurs, the vertical elongated hole a formed by the earth auger 6 is appropriately drilled as shown in FIG. 8 to facilitate the installation of the utility pole. As shown in Fig. 9, the rotating blade of the earth auger damages the obstacle d due to the position of the earth auger due to the deviation and the deviation in the cutting direction. If this is a telephone line, much effort is required to repair it. And time were essential.

[発明が解決しようとする課題] 従来の技術で述べたように、電柱路線設定の時期と現実
の構築の時期との間に相当の時間的づれがある場合に、
往々にして標示杭eの位置づれを生じ易いと共にアース
オーガの設定にも狂いを生じ勝ちとなり、ために垂直の
縦長孔aが傾斜し易いこととなり、殊に都会地における
地下は各種の電線が縦横に交錯している現況であるか
ら、僅かの狂いが重大な損傷を招くという問題点があっ
た。
[Problems to be Solved by the Invention] As described in the related art, when there is a considerable time lag between the time of setting the utility pole line and the time of actual construction,
Often, the marking pile e is easily misaligned and the setting of the earth auger tends to be misaligned, which makes the vertical elongated hole a inclined easily. Since the situation is vertically and horizontally crossed, there was a problem that even a slight deviation would cause serious damage.

[課題を解決するための手段] 本発明は、従来の技術の有するこのような問題点に鑑み
てなされたもので、その目的とするところは、縦長孔a
に対応する太さと長さとを有する筒体1を予め形成して
おき、これを縦長孔a内に埋設し、アースオーガ6によ
る電柱穿設に際して抜き取ることにより、予め設定した
縦長孔aを確実に保存し、正確な建柱を行わせるように
したものである。
[Means for Solving the Problems] The present invention has been made in view of the above problems of the conventional technique, and its object is to provide a vertically elongated hole a.
The cylindrical body 1 having a thickness and a length corresponding to the above is formed in advance, the cylindrical body 1 is embedded in the vertically elongated hole a, and is extracted when the utility pole is drilled by the earth auger 6, so that the preset vertically elongated hole a is surely formed. It is preserved so that accurate building columns can be performed.

[作用] 予め縦長孔aと同程度の筒体1を用意し、これを縦長孔
a内に埋め込むものであるから、周囲の雨水等による多
少の土砂崩れ等によっても標示筒体1がその位置を移動
するようなことがなく、また傾きを生ずることも少な
く、常に正確な位置と方向とを指示し得る。
[Operation] Since the cylindrical body 1 having the same size as that of the vertically elongated hole a is prepared in advance and embedded in the vertically elongated hole a, the position of the marking cylindrical body 1 can be changed even if the landslide due to surrounding rainwater or the like causes some damage. Since it does not move and tilts little, it is possible to always indicate an accurate position and direction.

[実施例] 実施例について図面を参照して説明する。[Examples] Examples will be described with reference to the drawings.

第1図は本発明の縦長孔aに埋設する筒体1の斜視図
で、蓋体2と底体3とを有し、全体として下方が若干細
くなっており、土中から抜き取り易くしてある。また、
蓋体2と底体3とには夫々細孔4,4が設けてあり、埋
設、抜き取り時の空気の流通を考慮してある。5は鈎部
である。
FIG. 1 is a perspective view of a cylindrical body 1 to be embedded in a vertically elongated hole a of the present invention, which has a lid body 2 and a bottom body 3 and is slightly thin as a whole, so that it can be easily extracted from the soil. is there. Also,
The lid body 2 and the bottom body 3 are provided with pores 4 and 4, respectively, in consideration of the flow of air at the time of embedding and extracting. 5 is a hook.

この筒体1は第2図(A),(B)のように縦長孔aを
略完全に満たして埋設せられ、階段b部分のみが修復さ
れるものであるから、これを抜き取った際は、第3図示
のように縦長孔aが略完全な姿で再現し、従ってアース
オーガ6によるそれ以上の掘穿も正確に実施され(第4
図)、障害物dへの損傷を確実に回避し得るものであ
る。
As shown in FIGS. 2 (A) and 2 (B), the cylindrical body 1 is buried by filling the vertically elongated hole a almost completely, and only the stair b portion is restored. As shown in the third drawing, the vertically elongated hole a is reproduced in a substantially complete form, and therefore, further drilling by the earth auger 6 is accurately performed (fourth).
In the figure, damage to the obstacle d can be reliably avoided.

[発明の効果] 以上述べた如く本発明によれば、電柱線路に掘穿した検
索のための縦長孔内に同孔に相当する筒体を埋設するこ
とによって実際に建柱時期までに相当の期間を置いても
標示筒体がづれる心配は少なく、工事に際しても該筒体
を引き抜けば改めて縦長孔を掘穿する必要なく、直にア
ースオーガが正確に位置付けて正確な縦長孔を掘穿する
ことが可能であり、障害物に対する危険を確実に防止す
る上で効果的であり、筒体は予め用意しなければならな
い煩雑さはあるが、筒体は何れも次々と使用に当てら
れ、何回も重複して使用することができるため運搬等に
若干の不便はあるが、実際の建柱作業の容易性に比すれ
ば困難とならないものであり、作業の円滑と建柱の確実
性においてきわめて有効である。
[Effects of the Invention] As described above, according to the present invention, by burying a cylindrical body corresponding to the same hole in a vertically elongated hole for searching, which is dug into a utility pole line, it is possible to actually realize a corresponding period until the building pillar period. There is little concern that the marking cylinder will be damaged even after a certain period of time, and even if the cylinder is pulled out during construction, it is not necessary to re-drill the vertical elongated hole. It is possible to pierce it, it is effective in surely preventing the danger to obstacles, and although there is complexity that the cylinder must be prepared in advance, all the cylinders are used one after another. However, since it can be used multiple times many times, there is some inconvenience in transportation, but it is not difficult compared to the actual ease of construction work, and the work is smooth and the construction pillar is secure. Very effective in sex.

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

第1図は本発明に使用される筒体の斜視図、第2図
(A),(B)は縦長孔に筒体を埋設して標示とし階段
を埋設した孔部の平面図と縦断側面図、第3図は同縦長
孔の筒体を抜きとった縦断側面図、第4図はアースオー
ガ設置図、第5図は電柱設置後の側面図、第6図
(A),(B)は従来の縦長孔の掘穿状態を示す平面図
と縦断側面図、第7図(A),(B)は従来の縦長孔に
標示杭を打ち込んだ平面図と縦断側面図、第8図はアー
スオーガによる従来の掘穿方法を示す一部縦断側面図、
第9図はアースオーガが障害物に当接した状態を示す一
部縦断側面図である。 a……縦長孔、b……階段 c……探索棒、d……障害物 1……筒体
FIG. 1 is a perspective view of a cylinder used in the present invention, and FIGS. 2 (A) and 2 (B) are plan views and longitudinal side views of a hole in which a cylinder is embedded in a vertically elongated hole to provide a sign. Figures and 3 are vertical side views without the cylinder with the same vertical holes, Figure 4 is a ground auger installation drawing, Figure 5 is a side view after installation of utility poles, and Figures 6 (A) and (B). Is a plan view and a vertical sectional side view showing a conventional vertically elongated hole digging state, and FIGS. 7 (A) and (B) are plan views and a vertical sectional side view in which a marking pile is driven into the conventional vertical elongated hole. Partial vertical sectional side view showing a conventional digging method with an earth auger,
FIG. 9 is a partially longitudinal side view showing a state where the earth auger is in contact with an obstacle. a ... longitudinal hole, b ... staircase c ... search rod, d ... obstacle 1 ... cylindrical body

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】周壁に階段を有し全長が略1.5メートル程
度の縦長孔を掘穿すると共に、更に略1メートルの金属
探査棒を以って所要底面に亘って挿通探索し、障害物の
有無を確かめた上、前記縦長孔に相当する筒体を同孔内
に挿嵌した後、前記階段部を埋設し、前記埋設した筒体
を後刻抜き取ってアースオーガの穿孔のための標示とし
た電柱建込み孔の仮設工法。
1. A vertical hole having a stairway on the peripheral wall and having a total length of about 1.5 meters is drilled, and a metal probe rod of about 1 meter is further used to search through the required bottom surface for obstacles. After confirming the presence or absence, after inserting a cylindrical body corresponding to the vertically elongated hole into the hole, the step portion is embedded, and the embedded cylindrical body is punched out as a marking for perforating the earth auger. Temporary construction method for utility pole building holes.
JP11342189A 1989-05-01 1989-05-01 Temporary construction method of building hole for utility pole Expired - Lifetime JPH0733751B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11342189A JPH0733751B2 (en) 1989-05-01 1989-05-01 Temporary construction method of building hole for utility pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11342189A JPH0733751B2 (en) 1989-05-01 1989-05-01 Temporary construction method of building hole for utility pole

Publications (2)

Publication Number Publication Date
JPH02292489A JPH02292489A (en) 1990-12-03
JPH0733751B2 true JPH0733751B2 (en) 1995-04-12

Family

ID=14611816

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11342189A Expired - Lifetime JPH0733751B2 (en) 1989-05-01 1989-05-01 Temporary construction method of building hole for utility pole

Country Status (1)

Country Link
JP (1) JPH0733751B2 (en)

Also Published As

Publication number Publication date
JPH02292489A (en) 1990-12-03

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