JPH0113610B2 - - Google Patents

Info

Publication number
JPH0113610B2
JPH0113610B2 JP9545283A JP9545283A JPH0113610B2 JP H0113610 B2 JPH0113610 B2 JP H0113610B2 JP 9545283 A JP9545283 A JP 9545283A JP 9545283 A JP9545283 A JP 9545283A JP H0113610 B2 JPH0113610 B2 JP H0113610B2
Authority
JP
Japan
Prior art keywords
tower arm
tension device
tip
device mounting
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
JP9545283A
Other languages
Japanese (ja)
Other versions
JPS59219815A (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 JP9545283A priority Critical patent/JPS59219815A/en
Publication of JPS59219815A publication Critical patent/JPS59219815A/en
Publication of JPH0113610B2 publication Critical patent/JPH0113610B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、導体耐張装置をアングル構造の鉄塔
アームに取付ける耐張装置取付金具に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a tensioning device mounting bracket for attaching a conductor tensioning device to a steel tower arm having an angle structure.

近年、電力需要の伸び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、これに伴い
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, with the growth in demand for electricity, the development of ultra-super-high-voltage, large-capacity power transmission has been actively promoted, and along with this, plans are being made to make conductor tension devices, transmission towers, etc. stronger and larger.

ところで、従来の耐張装置取付金具は、第1図
に示すように両側(或いは片側)に導体耐張装置
を取付けるための連結金具1を備えた平板状の基
板2を鉄塔アーム3の先端部下面に目板4を介し
て取付けていた。従つて、鉄塔アーム3と上下動
する連結金具1とが干渉しないように基板両側を
鉄塔アームの外に突出させており、このため基板
2が大型化する難点があつた。又、一般に鉄塔ア
ーム先端部の構成は、平板状縦部材5の上部と下
部をそれぞれ一対のアングル6,7で挾着し合掌
状態にして上端面と下端面に目板8と4を連結
し、下端の目板4には耐張装置取付金具を取付け
ていたから、鉄塔アーム先端部は耐張装置取付金
具に作用する外力により大きなねじり力をうける
欠点があつた。従つて、前記するような従来の耐
張装置取付金具及び鉄塔アーム先端部では極めて
大きな外力が発生する超々高圧大容量送電向けに
は不適当であり、抜本的な対策が望まれている。
By the way, as shown in FIG. 1, the conventional tension device mounting bracket connects a flat board 2, which is provided with connecting fittings 1 on both sides (or one side) of the conductor tension device, to the tip of a steel tower arm 3. It was attached to the lower surface via a batten 4. Therefore, both sides of the board are made to protrude outside the tower arm so that the tower arm 3 and the vertically movable connecting fitting 1 do not interfere with each other, and this has the disadvantage of increasing the size of the board 2. Generally, the structure of the tip of a steel tower arm is such that the upper and lower parts of the flat plate-like vertical member 5 are held together by a pair of angles 6 and 7, respectively, and the battens 8 and 4 are connected to the upper and lower end surfaces with the palms of hands together. Since the tension device mounting bracket was attached to the lower end batten 4, the tip of the tower arm had the disadvantage that it was subjected to large torsional force due to external force acting on the tension device mounting bracket. Therefore, the above-mentioned conventional tension device mounting brackets and tower arm tips are unsuitable for ultra-super high voltage, large capacity power transmission where extremely large external forces are generated, and drastic countermeasures are desired.

本発明は、前記の点に鑑み、比較的簡潔な構成
により耐張装置取付金具の強剛化は固より鉄塔ア
ーム先端部の強剛化も併せ図ると共に、鉄塔アー
ム先端部には導体耐張装置によるねじり力や偶力
が発生しない従つて超々高圧大容量送電向けに好
適な耐張装置取付金具を提供することを目的とす
るもので、その構成は、鉄塔アーム先端部の上位
梁と下位梁との間に介挿して上位梁と下位梁とに
連結するようにした箱形本体部の垂直壁部に1本
の支軸を配設し、この支軸に、他端に導体耐張装
置取付部を設けた二つの連結金具を回転可能に取
付けたことを特徴としている。
In view of the above points, the present invention aims to strengthen the tension device mounting bracket and the tip of the tower arm with a relatively simple structure, and also to strengthen the tip of the tower arm. The purpose of this is to provide a tension device mounting bracket that does not generate torsional force or couple force due to the device, and is therefore suitable for ultra-high voltage, large capacity power transmission. A support shaft is installed on the vertical wall of the box-shaped main body that is inserted between the beams and connected to the upper and lower beams, and a conductor tension is attached to the other end of the support shaft. It is characterized by rotatably attached two connecting fittings provided with device attachment parts.

以下本発明を図面に示す実施例に基いて具体的
に説明する。第2図〜第5図において、耐張装置
取付金具11は、上面部12及び下面部13とこ
れらを連結する両垂直壁部14とを一体形成して
箱形の本体部15となし、この本体部の上面部1
2と下面部13に多数のボルト孔16を穿設する
と共に、両垂直壁部14の中央に支軸17を水平
に取付け、この支軸に連結金具18と19とを対
向せしめて回転可能に取付けてなるものである。
本実施例では両垂直壁部14間の中央箇所に第2
の垂直壁部20を上面部12と下面部13とに一
体形成し、連結金具18はその二股軸受部21で
垂直壁部20に遊嵌し、連結金具19はその二股
軸受部22で連結金具18と両垂直壁部14との
間に遊嵌してこれら両連結金具を両垂直壁部1
4、第2の垂直壁部20に挿通した支軸17で支
承している。連結金具18,19の他端部は、導
体耐張装置を取付けるための取付部、例えば導体
耐張装置の鉄塔側ヨークを取付けるためのクレビ
ス部23を形成してある。
The present invention will be specifically described below based on embodiments shown in the drawings. In FIGS. 2 to 5, the tension device mounting bracket 11 has a box-shaped main body 15 formed by integrally forming an upper surface portion 12, a lower surface portion 13, and both vertical wall portions 14 connecting these. Upper surface part 1 of main body part
2 and the lower surface part 13, a support shaft 17 is installed horizontally in the center of both vertical wall parts 14, and connecting fittings 18 and 19 are made to face this support shaft so as to be rotatable. It must be installed.
In this embodiment, a second
A vertical wall portion 20 is integrally formed with the upper surface portion 12 and the lower surface portion 13, the connecting metal fitting 18 is loosely fitted into the vertical wall portion 20 with its bifurcated bearing portion 21, and the connecting metal fitting 19 is loosely fitted into the vertical wall portion 20 with its bifurcated bearing portion 22. 18 and both vertical wall portions 14 to connect these two connecting fittings to both vertical wall portions 1.
4. It is supported by a support shaft 17 inserted through the second vertical wall portion 20. The other end portions of the connecting fittings 18 and 19 form a mounting portion for attaching a conductor tension device, for example, a clevis portion 23 for attaching a tower-side yoke of the conductor tension device.

前記耐張装置取付金具11は、送電鉄塔の鉄塔
アーム先端部24の上位梁と下位梁との間に介挿
して上位梁と下位梁とに連結子で取付けている。
即ち、鉄塔アーム先端部24の上位梁、例えば目
板25を一対のアングル26で挾着して合掌状態
とした上位梁27の下面に必要に応じ目板28を
介して上面部12をボルト、ナツトで取付け、下
位梁、例えば目板29を一対のアングル30で挾
着して合掌状態とした下位梁31の上面に必要に
応じ目板32を介して下面部13をボルト、ナツ
トで取付けることにより、鉄塔アーム先端部24
の中央部に耐張装置取付金具11を一体的に配設
するものである。
The tension device mounting bracket 11 is inserted between the upper and lower beams of the tower arm end portion 24 of the power transmission tower, and is attached to the upper and lower beams using connectors.
That is, the upper beam 27 of the tower arm tip 24, for example, the batten 25, is clamped by a pair of angles 26, and the upper surface part 12 is bolted to the lower surface of the upper beam 27, with the palms of hands joined together, via the batten 28, if necessary. The lower surface part 13 is attached to the upper surface of the lower beam 31 with the lower beam 31 in a state where the palms are joined by clamping the lower beam, for example, the batten 29 with a pair of angles 30, and the lower surface part 13 is attached with bolts and nuts via the batten 32 as necessary. Due to this, the tip of the tower arm 24
A tension device mounting bracket 11 is integrally disposed in the center of the frame.

従つて、本発明に係る耐張装置取付金具は、そ
の箱形の本体部15が鉄塔アーム先端部24の一
部を兼ねるため、鉄塔アーム先端部24の材料節
減に役立ち、又、本体部15が箱形構造の故に耐
張装置取付金具11及び鉄塔アーム先端部24の
強剛化を併せ図ることができる。しかして、連結
金具18,19を支承する支軸17は鉄塔アーム
先端部24の中心軸線上に位置するため、鉄塔ア
ーム先端部には支軸17に作用する外力、即ち、
導体耐張装置の張力等によるねじり力や隅力は発
生しない。これがため、鉄塔アーム先端部の小
型・軽量化を図り得るものである。又、本体部1
5は連結金具18,19を1本の支軸17で支承
せしめるため、本体部15の線路方向の幅を比較
的狭くすることができる。
Therefore, in the tension device mounting bracket according to the present invention, since the box-shaped main body 15 also serves as a part of the tower arm tip 24, the material of the tower arm tip 24 can be saved. However, because of the box-shaped structure, it is possible to increase the strength and rigidity of the tension device mounting bracket 11 and the tower arm tip 24. Since the support shaft 17 that supports the connecting fittings 18 and 19 is located on the central axis of the tower arm tip 24, the external force acting on the support shaft 17 at the tower arm tip, that is,
No twisting force or corner force is generated due to the tension of the conductor tension device. Therefore, the tip of the tower arm can be made smaller and lighter. Also, the main body part 1
Since the connecting fittings 18 and 19 are supported by one support shaft 17, the width of the main body portion 15 in the track direction can be made relatively narrow.

以上説明したように本発明においては、比較的
簡潔な構成により耐張装置取付金具は固よりのこ
と鉄塔アーム先端部をも強剛化を図り得たもので
あり、しかも鉄塔アーム先端部には導体耐張装置
によるねじり力や偶力が発生しない構成としたか
ら、特に超々高圧大容量送電向けに好適なもので
ある。
As explained above, in the present invention, with a relatively simple structure, the tension device mounting bracket is able to strengthen the stiffener and the tip of the tower arm. Since the structure does not generate twisting force or couple force due to the conductor tension device, it is particularly suitable for ultra-super high voltage, large capacity power transmission.

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

第1図は鉄塔アームに取付けられた従来品の側
面図、第2図は本発明の実施例を示す斜視図、第
3図は第2図に示すものを鉄塔アーム先端箇所に
配設した状態を示す側面図、第4図は第3図のA
―A線断面図、第5図は第3図のB―B線断面図
である。 11……耐張装置取付金具、14……垂直壁
部、15……本体部、17……支軸、18,19
……連結金具、23……クレビス部、24……鉄
塔アーム先端部。
Figure 1 is a side view of a conventional product attached to a tower arm, Figure 2 is a perspective view showing an embodiment of the present invention, and Figure 3 is a state in which the product shown in Figure 2 is installed at the tip of the tower arm. Fig. 4 is a side view showing A of Fig. 3.
-A sectional view taken along line A; FIG. 5 is a sectional view taken along line BB in FIG. 3; 11... Tension device mounting bracket, 14... Vertical wall section, 15... Main body section, 17... Support shaft, 18, 19
...Connection fitting, 23... Clevis part, 24... Steel tower arm tip.

Claims (1)

【特許請求の範囲】[Claims] 1 鉄塔アーム先端部の上位梁と下位梁との間に
介挿して上位梁と下位梁とに連結するようにした
箱形の本体部の垂直壁部に1本の支軸を配設し、
この支軸に、他端に導体耐張装置取付部を設けた
二つの連結金具を回転可能に取付けてなる耐張装
置取付金具。
1. A support shaft is installed on the vertical wall of the box-shaped main body that is inserted between the upper and lower beams at the tip of the tower arm and connected to the upper and lower beams,
A tension device mounting bracket is formed by rotatably attaching two connecting fittings each having a conductor tension device mounting portion at the other end to this support shaft.
JP9545283A 1983-05-30 1983-05-30 Tension resistance unit mounting bracket Granted JPS59219815A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9545283A JPS59219815A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9545283A JPS59219815A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Publications (2)

Publication Number Publication Date
JPS59219815A JPS59219815A (en) 1984-12-11
JPH0113610B2 true JPH0113610B2 (en) 1989-03-07

Family

ID=14138084

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9545283A Granted JPS59219815A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Country Status (1)

Country Link
JP (1) JPS59219815A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6017517U (en) * 1983-07-14 1985-02-06 株式会社 日本可鍛鋳鉄所 Tension device mounting bracket

Also Published As

Publication number Publication date
JPS59219815A (en) 1984-12-11

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