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JPH0145924B2 - - Google Patents
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JPH0145924B2 - - Google Patents

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Publication number
JPH0145924B2
JPH0145924B2 JP58095453A JP9545383A JPH0145924B2 JP H0145924 B2 JPH0145924 B2 JP H0145924B2 JP 58095453 A JP58095453 A JP 58095453A JP 9545383 A JP9545383 A JP 9545383A JP H0145924 B2 JPH0145924 B2 JP H0145924B2
Authority
JP
Japan
Prior art keywords
tower arm
main body
vertical wall
tension device
mounting bracket
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
JP58095453A
Other languages
Japanese (ja)
Other versions
JPS59219816A (en
Inventor
Takeshi Komatsu
Iwao Hiroo
Akihiro Katayama
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.)
Kansai Electric Power Co Inc
Original Assignee
Kansai Denryoku KK
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 Kansai Denryoku KK filed Critical Kansai Denryoku KK
Priority to JP9545383A priority Critical patent/JPS59219816A/en
Publication of JPS59219816A publication Critical patent/JPS59219816A/en
Publication of JPH0145924B2 publication Critical patent/JPH0145924B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、アングル構造の送電鉄塔に取付ける
導体耐張装置取付金具に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a conductor tension device mounting bracket that is attached to an angled structure power transmission tower.

〔従来の技術〕[Conventional technology]

近年、電力需要増に伴い超々高圧大容量送電の
開発が積極的に進められており、又、これと並行
に導体耐張装置、送電鉄塔等の強剛化、大型化が
計画されている。
In recent years, as the demand for electricity increases, the development of ultra-super high voltage, large capacity power transmission has been actively promoted, and in parallel, plans are being made to strengthen and enlarge conductor tension devices, transmission towers, etc.

ところで、従来の導体耐張装置取付金具は、例
えば第1図に示すようにアングル構造の鉄塔アー
ム3の先端部下面に目板4を介して取付けた平板
状の基板2と、この基板2の両側にそれぞれ上下
動可能に連結した導体耐張装置取付用連結金具1
とで構成されている。
By the way, the conventional conductor tension device mounting bracket includes, for example, a flat board 2 attached via a batten 4 to the lower surface of the tip of a steel tower arm 3 having an angle structure, as shown in FIG. Connection fittings 1 for attaching conductor tension devices connected to both sides so that they can move up and down
It is made up of.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

ところが、前記連結金具1を鉄塔アーム3と干
渉しないで上下動できるように基板2の両端部を
鉄塔アーム両端から突き出しているため、導体耐
張装置取付金具の線路方向長さが長くなる難点が
ある。尚、鋼管製送電鉄塔に設ける導体耐張装置
取付金具(実公昭55−21445号)においては、鋼
管端部に設けられたフランジに基台を固着し、こ
の基台に連結金具を取付けているので、連結金具
を鉄塔アームと干渉しないで水平旋回できるよう
に、基台を鉄塔アームから突き出している。従つ
て、この場合も、導体耐張装置取付金具の線路方
向の長さが長くなる。
However, since both ends of the board 2 protrude from both ends of the tower arm so that the connecting fitting 1 can be moved up and down without interfering with the tower arm 3, the length of the conductor tension device mounting fitting in the line direction becomes long. be. In addition, in the conductor tension device mounting bracket (Utility Model Publication No. 55-21445) installed on steel pipe power transmission towers, a base is fixed to a flange provided at the end of the steel pipe, and a connecting bracket is attached to this base. Therefore, the base is protruded from the tower arm so that the connecting fitting can be horizontally rotated without interfering with the tower arm. Therefore, also in this case, the length of the conductor tension device mounting bracket in the line direction becomes long.

一般にアングル構造の鉄塔アームは第1図に示
すように、平板状縦部材5の上部と下部にそれぞ
れ一対のアングル6,7を取付け、且つ上端面と
下端面に目板8と4を連結して工形断面としてお
り、その先端部の下面に耐張装置取付金具を介し
て導体耐張装置を張設していたから、鉄塔アーム
先端部及び基板2に両導体耐張装置の不平衡張力
等による大きなモーメントをうける欠点があつ
た。従つて、かかる構造では超々高圧大容量送電
向けに不適当であり、抜本的な対策が待望されて
いる。
Generally, a steel tower arm with an angle structure has a pair of angles 6 and 7 attached to the upper and lower parts of a flat vertical member 5, respectively, and battens 8 and 4 connected to the upper and lower end faces, as shown in Fig. 1. Since the conductor tensioning device was installed on the lower surface of the tip of the tower via the tensioning device mounting bracket, the tip of the tower arm and the board 2 were exposed to the unbalanced tension of both conductor tensioning devices. It had the disadvantage of receiving a big moment. Therefore, such a structure is unsuitable for ultra-super-high voltage, large-capacity power transmission, and drastic countermeasures are desired.

本発明は前記の点に鑑みてなされたもので、そ
の目的とするところは比較的簡潔な構成によつ
て、アングル製送電鉄塔用導体耐張装置取付金具
のコンパクト化及び強剛化と併せて鉄塔アーム先
端部の強剛化を図るにある。
The present invention has been made in view of the above-mentioned points, and its purpose is to make the conductor tension device mounting bracket for an angle power transmission tower compact and strong by having a relatively simple structure. The aim is to strengthen the tip of the tower arm.

〔課題を解決するための手段〕[Means to solve the problem]

この目的を達成するため本発明のアングル製送
電鉄塔用導体耐張装置取付金具においては、上下
両取付面部を水平断面工形の垂直壁部で一体連接
してなる本体部と、その中央垂直壁部の両側又は
片側の一対の垂直壁部に上下回転可能に取付ける
導体耐張装置取付用連結金具からなり、前記本体
部を鉄塔アームに構成部分である上位梁と下位梁
の先端部の間に介挿して前記上下両取付面部で連
結したことを特徴とするものである。
In order to achieve this purpose, the angle conductor tension device mounting bracket for power transmission towers of the present invention has a main body section in which both the upper and lower mounting surfaces are integrally connected by a vertical wall section with a horizontal section, and a central vertical wall section of the main body section. It consists of a connection fitting for attaching a conductor tension device that is vertically rotatably attached to a pair of vertical walls on both sides or one side of the tower arm, and the main body is connected to the tower arm between the tips of the upper and lower beams, which are the constituent parts. The device is characterized in that the upper and lower mounting surfaces are interposed and connected.

〔作用〕[Effect]

上下両梁27,31の先端部を一体的に連結し
て連結金具21,22を介して導体耐張装置を張
設する本体部11は、上下両梁27,31の先端
部に取付ける上下両取付面部12,13を水平断
面工形の垂直壁部で一体連接してなるから、ねじ
り、曲げ等のモーメントに対して強く、鉄塔アー
ム先端部及び導体耐張装置取付金具の剛性を格段
に高めている。又、連結金具回転軸線19,20
は本体部11内、即ち鉄塔アーム内にあるので、
導体耐張装置取付金具の線路方向長さが短く、従
つて鉄塔アーム先端部にコンパクトに設けること
ができる。又、導体耐張装置からの外力が作用す
る連結金具回転軸線19,20は鉄塔アーム24
の中心軸線近くにあるため、鉄塔アーム24には
小さなねじりモーメントが作用するに過ぎない。
The main body part 11 integrally connects the ends of the upper and lower beams 27, 31 and tensions the conductor tension device via the connecting fittings 21, 22. Since the mounting surface parts 12 and 13 are integrally connected by a vertical wall part with a horizontal cross section, it is strong against moments such as twisting and bending, and the rigidity of the tower arm tip and conductor tension device mounting bracket is greatly increased. ing. In addition, the connecting fitting rotation axes 19, 20
is inside the main body 11, that is, inside the tower arm, so
The length of the conductor tension device mounting bracket in the line direction is short, so it can be compactly installed at the tip of the tower arm. In addition, the connecting fitting rotation axes 19 and 20 on which the external force from the conductor tension device acts are connected to the tower arm 24.
Since the tower arm 24 is located near the central axis of the tower arm 24, only a small torsional moment acts on the tower arm 24.

〔実施例〕〔Example〕

以下本発明の実施例を図面に基づいて説明す
る。第2図〜第4図において、導体耐張装置取付
金具10、本体部11と本体部11の両側に取付
ける直角クレビス21,22からなる。尚、片側
のみの導体張設となる箇所では、片側にのみ直角
クレビスを取付ける。本体部11は上部取付面部
12とこれと平行な下部取付面部13とを連接部
で一体連接している。この連接部は中央長手方向
の中央垂直壁部14に適当な間隔をおいて中央垂
直壁部14を直交する三つの垂直壁部15,1
6,17を一体形成してなる。本体部11は上部
取付面部12と下部取付面部13にそれぞれ多数
の梁取付用ボルト孔18を穿設し、中央垂直壁部
14両側に突き出る垂直壁部15,16,17で
支軸19,20を支承して各支軸19,20に直
角クレビス21,22を上下回転可能に取付けて
おり、この直角クレビス21,22の他端部に
は、、導体耐張装置の鉄塔側連結金具、例えば水
平ヨークを水平旋回可能に取付ける。
Embodiments of the present invention will be described below based on the drawings. 2 to 4, it consists of a conductor tension device mounting bracket 10, a main body 11, and right angle clevises 21, 22 attached to both sides of the main body 11. In addition, in locations where the conductor is only installed on one side, install a right-angled clevis on only one side. The main body portion 11 integrally connects an upper mounting surface portion 12 and a lower mounting surface portion 13 parallel thereto at a connecting portion. This connecting part consists of three vertical wall parts 15, 1 which are orthogonal to the central vertical wall part 14 at appropriate intervals in the central vertical wall part 14 in the central longitudinal direction.
6 and 17 are integrally formed. The main body part 11 has a large number of beam mounting bolt holes 18 formed in the upper mounting surface part 12 and the lower mounting surface part 13, respectively, and the vertical wall parts 15, 16, 17 protruding from both sides of the central vertical wall part 14 to support shafts 19, 20. Right angle clevises 21 and 22 are attached to each support shaft 19 and 20 so as to be able to rotate up and down, and the other ends of these right angle clevises 21 and 22 are equipped with tower side connecting fittings for conductor tensioning equipment, e.g. Install the horizontal yoke so that it can rotate horizontally.

前記導体耐張装置取付金具10は、その本体部
11で上位梁27と下位梁31の先端部を連結し
て鉄塔アーム24の先端部を構成する。即ち、鉄
塔本体より突き出た一対のアングル26,26の
先端部に目板25を介して合掌状態に連結した逆
T形の上位梁27と、鉄塔本体より突き出た一対
のアングル30,30の先端部に目板29を介し
て合掌状態に連結したT形の下位梁31との間に
本体部11を介挿し、その上部取付面部12は目
板28を介して上位梁27にボルト、ナツトで取
付け、下部取付面部13は目板32を介して下位
梁31にボルト、ナツトで取付けている。従つ
て、導体耐張装置取付金具10の本体部11は鉄
塔アーム24の構成部分でもある。
The conductor tension device mounting bracket 10 connects the tips of the upper beam 27 and the lower beam 31 with its main body 11 to form the tip of the tower arm 24. That is, an inverted T-shaped upper beam 27 connected to the tips of a pair of angles 26, 26 protruding from the tower body through battens 25, and the tips of a pair of angles 30, 30 protruding from the tower body. The main body part 11 is inserted between the T-shaped lower beam 31 which is connected to the upper beam 31 through the batten 29 in a state of joining hands, and the upper mounting surface part 12 is attached to the upper beam 27 through the batten 28 with bolts and nuts. Attachment: The lower attachment surface portion 13 is attached to the lower beam 31 via the batten 32 with bolts and nuts. Therefore, the main body portion 11 of the conductor tension device mounting bracket 10 is also a component of the tower arm 24.

しかして、導体耐張装置取付金具10の本体部
11は、上下両取付面部12,13を一体連接す
る連接部の水平断面が少くとも工形の垂直壁部で
形成されるため、導体耐張装置取付金具10及び
鉄塔アーム24の先端部の強剛化を図ることがで
きる。又、直角クレビス21,22を連接部の垂
直壁部15,16,17に取付ける支軸19,2
0の鉄塔アーム24の中心軸線近くにあるので、
鉄塔アーム24からの直角クレビス21,22突
き出し長が短くてすみ、従つて、耐張装置取付金
具10を鉄塔アーム先端部にコンパクトに設ける
ことができるほか、導体耐張装置から支軸19,
20に作用する外力によるねじりモーメントが小
さくなる。
Therefore, in the main body part 11 of the conductor tension device mounting bracket 10, the horizontal cross section of the connecting part that integrally connects the upper and lower mounting surface parts 12 and 13 is formed by at least the vertical wall part of the shape. The tip portions of the device mounting bracket 10 and the steel tower arm 24 can be made more rigid. Also, support shafts 19, 2 for attaching the right angle clevises 21, 22 to the vertical walls 15, 16, 17 of the connecting portion
Since it is near the center axis of the steel tower arm 24 of 0,
The length of right angle clevises 21 and 22 protruding from the tower arm 24 is short, so the tension device mounting bracket 10 can be compactly installed at the tip of the tower arm, and the support shaft 19,
The torsional moment due to external force acting on 20 is reduced.

尚、本実施例の本体部11の連接部は、中央垂
直壁部14に三つの垂直壁部15,16,17を
直交連接したが、中間の垂直壁部16は必要がな
ければ省略してもよい。
In addition, in the connecting part of the main body part 11 of this embodiment, three vertical wall parts 15, 16, 17 are orthogonally connected to the central vertical wall part 14, but the middle vertical wall part 16 can be omitted if it is not necessary. Good too.

〔発明の効果〕〔Effect of the invention〕

本発明は以下説明したように構成されているの
で、下記するような効果を奏する。
Since the present invention is configured as described below, it produces the following effects.

比較的簡潔な構成によつて導体耐張装置取付金
具の強剛化とコンパクト化並びに鉄塔アーム先端
部の強剛化を図ることができると共に、鉄塔アー
ム先端部に作用するねじりモーメントを小さくす
ることができる。従つて、特に超々高圧大容量送
電向けに好適である。
With a relatively simple configuration, it is possible to make the conductor tension device mounting bracket more rigid and compact, as well as to strengthen the tip of the tower arm, and to reduce the torsional moment acting on the tip of the tower arm. Can be done. Therefore, it is particularly suitable for ultra-high-voltage, large-capacity power transmission.

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

第1図は従来品の側面図、第2図は本発明の実
施例の正面図、第3図は同側面図、第4図は第3
図のA−A線断面図である。 11……本体部、12……上部取付面部、13
……下部取付面部、14……中央垂直壁部、1
5,16,17……垂直壁部、19,20……支
軸、21,22……導体耐張装置取付用連結金
具、24……鉄塔アーム、27……上位梁、31
……下位梁。
Fig. 1 is a side view of the conventional product, Fig. 2 is a front view of the embodiment of the present invention, Fig. 3 is the same side view, and Fig. 4 is the third
It is a sectional view taken along the line AA in the figure. 11...Main body part, 12...Upper mounting surface part, 13
...Lower mounting surface part, 14...Central vertical wall part, 1
5, 16, 17... Vertical wall part, 19, 20... Support shaft, 21, 22... Connection fitting for attaching conductor tension device, 24... Steel tower arm, 27... Upper beam, 31
...lower beam.

Claims (1)

【特許請求の範囲】[Claims] 1 上下両取付面部12,13を水平断面工形の
垂直壁部で一体連接してなる本体部11と、その
中央垂直壁部14の両側又は片側の一対の垂直壁
部に上下回転可能に取付ける導体耐張装置取付用
連結金具からなり、前記本体部11を鉄塔アーム
24の構成部分である上位梁27と下位梁31の
先端部の間に介挿して前記上下両取付面部12,
13で連結したことを特徴とするアングル製送電
鉄塔用導体耐張装置取付金具。
1. Mounted vertically and rotatably on a pair of vertical walls on either side or one side of the main body 11, which is formed by integrally connecting the upper and lower mounting surface parts 12, 13 by a vertical wall with a horizontal cross-sectional shape, and the central vertical wall 14. The main body part 11 is inserted between the tips of the upper beam 27 and the lower beam 31, which are the constituent parts of the tower arm 24, and the upper and lower mounting surface parts 12,
An angle-made conductor tension device mounting bracket for power transmission towers, characterized by being connected by 13 points.
JP9545383A 1983-05-30 1983-05-30 Tension resistance unit mounting bracket Granted JPS59219816A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9545383A JPS59219816A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9545383A JPS59219816A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Publications (2)

Publication Number Publication Date
JPS59219816A JPS59219816A (en) 1984-12-11
JPH0145924B2 true JPH0145924B2 (en) 1989-10-05

Family

ID=14138108

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9545383A Granted JPS59219816A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Country Status (1)

Country Link
JP (1) JPS59219816A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0322909A (en) * 1989-06-19 1991-01-31 Ochiai Hamono Kogyo Kk Method for mounting sliding plate of clipper blade

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6264916U (en) * 1985-10-09 1987-04-22

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5719428Y2 (en) * 1978-07-29 1982-04-23

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0322909A (en) * 1989-06-19 1991-01-31 Ochiai Hamono Kogyo Kk Method for mounting sliding plate of clipper blade

Also Published As

Publication number Publication date
JPS59219816A (en) 1984-12-11

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