JPS6316534B2 - - Google Patents

Info

Publication number
JPS6316534B2
JPS6316534B2 JP8018683A JP8018683A JPS6316534B2 JP S6316534 B2 JPS6316534 B2 JP S6316534B2 JP 8018683 A JP8018683 A JP 8018683A JP 8018683 A JP8018683 A JP 8018683A JP S6316534 B2 JPS6316534 B2 JP S6316534B2
Authority
JP
Japan
Prior art keywords
plate
semicircular
fixed
utility pole
tightening
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
Application number
JP8018683A
Other languages
Japanese (ja)
Other versions
JPS59206525A (en
Inventor
Hikoitsu Watanabe
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 JP8018683A priority Critical patent/JPS59206525A/en
Publication of JPS59206525A publication Critical patent/JPS59206525A/en
Publication of JPS6316534B2 publication Critical patent/JPS6316534B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys

Description

【発明の詳細な説明】 本発明は既設の電柱に対する沈下防止装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a subsidence prevention device for existing utility poles.

近年の電力需要の増大に対応して大容量化配電
線路方式が推進されてきたのであるが、これは次
第に電線の重量増加を伴い、その為この重量電線
を支持する電柱の沈下現象を招来し、これの対応
策が必要となつてきたのである。
In response to the increase in demand for electricity in recent years, large-capacity distribution line systems have been promoted, but this gradually increases the weight of the electric wires, resulting in the sinking of utility poles that support these heavy electric wires. , it became necessary to find a countermeasure for this.

然し乍ら、電柱の沈下防止対策といつても新規
に植柱する場合には、植柱の掘削穴底面に種々の
支持物を設置すればよいのであるが、既設の電柱
の沈下防止対策としては、電柱の地中埋入部に必
要な沈下防止処置工作を行わなくてはならない。
However, in order to prevent the sinking of utility poles, when planting a new pole, it is sufficient to install various supports at the bottom of the excavated hole for the pole, but as a measure to prevent the sinking of existing utility poles, Necessary subsidence prevention measures must be taken at the underground portions of utility poles.

而して、現今の電柱はコンクリート柱で形成さ
れているのであり、このコンクリート電柱は相当
なテーパ状に形成され、而かも地中埋入部は円錐
体状となつており、その為斯る電柱の円錐体に対
して適切な支持体をボルトナツト等によつて取付
けるようにしても該支持体は、電柱のテーパ状部
を小径方向に移行してしまい、その支持体として
沈下防止の機能を全く果たし得なくなる等適当な
沈下防止手段が無いのが現状であつた。
Therefore, current utility poles are made of concrete poles, and these concrete utility poles are formed in a considerably tapered shape, and the part buried underground is cone-shaped. Even if an appropriate support is attached to the cone using bolts and nuts, the support will shift the tapered part of the utility pole in the direction of the smaller diameter, and the support will not function as a subsidence prevention function at all. At present, there is no suitable means to prevent subsidence.

本発明は、電柱の地際部に於て支持体と電柱と
を強力な接着性を有するコンクリート体を介して
強力に一体結合することによつて既設のコンクリ
ート電柱の沈下防止を図るようにしたのである。
The present invention aims to prevent the sinking of existing concrete utility poles by strongly connecting the support and the utility pole at the ground level of the utility pole via a concrete body with strong adhesive properties. It is.

今、本発明の実施の一例を第1図及至第3図に
就いて説明するに、1は長方形網板より成る抵抗
板であり、該抵抗板1の長手方向の一側中央部を
半円状に切欠し、該半円状の切欠部に対して半円
板体2をその下端部を若干突出して植立固着した
のであり、而して該半円板体2の両端部は折曲し
て結合袖部3とすると共にこれら結合袖部3には
所定間隔をおいて複数個の結合孔4を穿設したの
である。
Now, an example of the embodiment of the present invention will be explained with reference to FIGS. The semicircular plate body 2 was fixed to the semicircular notch with its lower end slightly protruding, and both ends of the semicircular plate body 2 were bent. In addition, a plurality of coupling holes 4 are formed at predetermined intervals in the coupling sleeve parts 3.

そして、該半円板体2の内周面所定位置には複
数個の緊締ナツト6を固着すると共にこれらナツ
ト6のねじ孔に合致させるべく半円板体2に開孔
部を設けたのであり、且つ5は連結ボルトであり
後記するように相対向する同一形状の抵抗板1を
一体化結合する時、これを補強する手段として連
結杆8によつて連結するためのものであり、抵抗
板1を貫通して所要個数突出固着したのである。
A plurality of tightening nuts 6 are fixed to predetermined positions on the inner peripheral surface of the semicircular plate body 2, and openings are provided in the semicircular plate body 2 to match the screw holes of these nuts 6. , and 5 is a connecting bolt, which is used to connect opposing resistance plates 1 of the same shape by a connecting rod 8 as a means of reinforcing them when integrally connecting them as described later. 1, and the required number of protrusions were fixed.

次に、第4図は相対向する同一形状の2枚の抵
抗板1を結合した状態を示すものであるが、結合
に際しては、先ず、電柱10を挾んで夫々の抵抗
板1を相対向させると共に各抵抗板1に固着した
半円板体2の結合袖部3の結合孔4を合致してこ
れにボルトを貫入してナツト緊締して円筒状に一
体化結合し、更に前記各抵抗板1に設けた連結ボ
ルト5間に連結杆8を定置すると共に連結板7を
嵌着してナツト緊締し、且つ前記半円板体2の内
周に固着した緊締ナツト6に対して外周側より緊
締ボルト9を螺入して電柱10と密接緊締して、
電柱10と抵抗板1とを仮設状態に一体化結合す
るようにしたのである。
Next, FIG. 4 shows a state in which two resistor plates 1 of the same shape facing each other are joined together. When joining, first, the electric pole 10 is held in between and the respective resistor plates 1 are made to face each other. At the same time, the coupling holes 4 of the coupling sleeves 3 of the semicircular plate body 2 fixed to each resistance plate 1 are aligned, and bolts are inserted into the holes and nuts are tightened to integrally couple them into a cylindrical shape. A connecting rod 8 is placed between the connecting bolts 5 provided in the semicircular plate body 2, and the connecting plate 7 is fitted and tightened with the nuts. Screw in the tightening bolt 9 and tighten it tightly with the utility pole 10.
The utility pole 10 and the resistance plate 1 are integrally connected in a temporary state.

斯る状態に於て第5図及び第6図に示す様に、
円筒状半円板2と電柱10との間隙内に、通常の
セメントに強接着性と急硬性を付与したタスコン
(市販商品名)のような特殊セメントを注入して
十分に充填するのであり、而してこの特殊セメン
ト、タスコンは急硬性であるため、充填後数分以
内で硬化を開始し、以後は時間の経過と共に硬度
が強化されて強力なコンクリート体11となり、
そのため、緊締ボルト9のみによる電柱と抵抗板
1との仮設一体化状態は更に確固たる状態とな
り、電柱の沈下は完全に防止されるのである。
In such a state, as shown in FIGS. 5 and 6,
The gap between the cylindrical semicircular plate 2 and the telephone pole 10 is filled with a special cement such as Tuscon (commercially available product name), which is made by adding strong adhesion and rapid hardening to ordinary cement. Since this special cement, Tuscon, hardens rapidly, it begins to harden within a few minutes after being filled, and after that, the hardness increases over time and becomes a strong concrete body 11.
Therefore, the temporarily integrated state of the utility pole and the resistance plate 1 by only the tightening bolts 9 becomes more stable, and the utility pole is completely prevented from sinking.

尚、上記実施例における抵抗板1の平面積は、
土圧計算上より算出された面積であることは当然
であり、且つ又前記半円板体2の縦長と円筒状の
内径面によつて生ずる電柱10との間隙長さは、
コンクリート体11の体積を決定するものであ
り、このコンクリート体11の体積は抵抗板1と
電柱10との一体化結合のための強度保持上極め
て重要であつて充分に計算されたものでなければ
ならない。
Incidentally, the planar area of the resistance plate 1 in the above embodiment is
Naturally, the area is calculated from the earth pressure calculation, and the length of the gap between the utility pole 10 and the vertical length of the semicircular plate body 2 and the cylindrical inner diameter surface is:
This determines the volume of the concrete body 11, and the volume of the concrete body 11 is extremely important in maintaining the strength for the integral connection between the resistance plate 1 and the utility pole 10, and must be sufficiently calculated. No.

更に、又、円筒状半円板2の地表上露出分につ
いては、状況に応じて設置すべきである。
Furthermore, the portion of the cylindrical semicircular plate 2 exposed above the ground should be installed depending on the situation.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は半円板を固着した抵抗板の側面図、第
2図は同上平面図、第3図は同上正面図、第4図
は電柱を挾んで相対向する2枚の抵抗板の結合一
体化した状態を示す平面図、第5図はコンクリー
ト体を介して電柱と抵抗板を結合一体化した状態
の側面図、第6図は同上平面図である。 1…抵抗板、2…半円板、3…結合袖部、4…
結合孔、5…連結ボルト、6…緊締ナツト、7…
連結板、8…連結杆、9…緊締ボルト。
Figure 1 is a side view of a resistor plate with a semicircular plate fixed to it, Figure 2 is a plan view of the same as above, Figure 3 is a front view of the same as above, Figure 4 is a combination of two resistor plates facing each other with a telephone pole in between. FIG. 5 is a plan view showing the integrated state, FIG. 5 is a side view of the utility pole and resistance plate integrated through the concrete body, and FIG. 6 is a plan view of the same. DESCRIPTION OF SYMBOLS 1...Resistance plate, 2...Semi-circular plate, 3...Joining sleeve part, 4...
Connection hole, 5... Connection bolt, 6... Tightening nut, 7...
Connecting plate, 8...Connecting rod, 9...Tightening bolt.

Claims (1)

【特許請求の範囲】[Claims] 1 方形の鋼板より成る抵抗板の一側中央部を半
円状部を形成すると共に該半円状部に対して半円
板体をその下端部を若干突出して固着し、且つ該
半円板体の両端部には結合袖部を形成すると共に
内周面所定位置には複数の緊締ナツトを固着し、
斯く構成せる2枚の抵抗板を電柱を挾んで相対向
させ、且つ各抵抗板に固着した半円板体の結合袖
部を合致せしめて一体化結合すると共にこれら2
枚の抵抗板を連結杆を介して更に一体化結合する
一方、前記各半円板体の内周に固着した緊締ナツ
トに対して緊締ボルトを螺入緊締して電柱と抵抗
板とを一体化結合すると共に円筒状半円板と電柱
との間に強接着性急硬セメントより成るコンクリ
ート体を設置するようにしたことを特徴とする電
柱の沈下防止装置。
1 A semicircular part is formed at the center of one side of a resistance plate made of a rectangular steel plate, and a semicircular plate body is fixed to the semicircular part with its lower end slightly protruding, and the semicircular plate Connecting sleeves are formed at both ends of the body, and a plurality of tightening nuts are fixed at predetermined positions on the inner peripheral surface.
The two resistive plates constructed in this manner are placed opposite to each other by sandwiching the utility pole, and the connecting sleeves of the semicircular plates fixed to each resistive plate are aligned to integrate and connect these two pieces.
The two resistance plates are further integrated into one via the connecting rod, and the power pole and the resistance plate are integrated by screwing and tightening the tightening bolts into the tightening nuts fixed to the inner periphery of each semicircular plate body. A device for preventing subsidence of a utility pole, characterized in that a concrete body made of strongly adhesive, rapidly hardening cement is installed between the cylindrical semicircular plate and the utility pole while the two are connected.
JP8018683A 1983-05-10 1983-05-10 Preventer for settlement of utility pole Granted JPS59206525A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8018683A JPS59206525A (en) 1983-05-10 1983-05-10 Preventer for settlement of utility pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8018683A JPS59206525A (en) 1983-05-10 1983-05-10 Preventer for settlement of utility pole

Publications (2)

Publication Number Publication Date
JPS59206525A JPS59206525A (en) 1984-11-22
JPS6316534B2 true JPS6316534B2 (en) 1988-04-09

Family

ID=13711334

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8018683A Granted JPS59206525A (en) 1983-05-10 1983-05-10 Preventer for settlement of utility pole

Country Status (1)

Country Link
JP (1) JPS59206525A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103276940A (en) * 2013-06-14 2013-09-04 祁锦明 Concrete pole with cross arm connection point and production method of concrete pole
US10669512B2 (en) 2008-03-28 2020-06-02 Ecolab Usa Inc. Sulfoperoxycarboxylic acids, their preparation and methods of use as bleaching and antimicrobial agents

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2005351C2 (en) * 2010-09-15 2012-03-19 Schuuring Mobiel B V MAST FOOT.
JP6529716B2 (en) * 2014-02-28 2019-06-12 トッパン・フォームズ株式会社 Assembly of multiple parts

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10669512B2 (en) 2008-03-28 2020-06-02 Ecolab Usa Inc. Sulfoperoxycarboxylic acids, their preparation and methods of use as bleaching and antimicrobial agents
CN103276940A (en) * 2013-06-14 2013-09-04 祁锦明 Concrete pole with cross arm connection point and production method of concrete pole

Also Published As

Publication number Publication date
JPS59206525A (en) 1984-11-22

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