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JPH0118526B2 - - Google Patents
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JPH0118526B2 - - Google Patents

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Publication number
JPH0118526B2
JPH0118526B2 JP12920183A JP12920183A JPH0118526B2 JP H0118526 B2 JPH0118526 B2 JP H0118526B2 JP 12920183 A JP12920183 A JP 12920183A JP 12920183 A JP12920183 A JP 12920183A JP H0118526 B2 JPH0118526 B2 JP H0118526B2
Authority
JP
Japan
Prior art keywords
tower arm
tip
pair
board
tension device
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
JP12920183A
Other languages
Japanese (ja)
Other versions
JPS6020412A (en
Inventor
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.)
NIPPON KATAN CHUTETSUSHO KK
Original Assignee
NIPPON KATAN CHUTETSUSHO 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 NIPPON KATAN CHUTETSUSHO KK filed Critical NIPPON KATAN CHUTETSUSHO KK
Priority to JP12920183A priority Critical patent/JPS6020412A/en
Publication of JPS6020412A publication Critical patent/JPS6020412A/en
Publication of JPH0118526B2 publication Critical patent/JPH0118526B2/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, as the demand for electricity has increased, 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. more rigid 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
て連結子で取付けていた。このため、基板2は水
平分力に対して滑り易く、又、基板取付ボルト5
はすべて剪断力をうけるため安全率を高くとる必
要がある等構造上大型化する欠点があつた。又、
一般に鉄塔アーム先端部の構成は、平板状縦部材
6の上部と下部に一対のアングル7と一対のアン
グル8を合掌状態に取付け上端面と下端面に目板
9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
りモーメントをうける欠点があつた。従つて、前
記するような構成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 with a connector via a batten 4. Therefore, the board 2 easily slips against the horizontal force, and the board mounting bolts 5
They all had the disadvantage of being larger in structure, such as the need to have a high safety factor because they were all subjected to shearing forces. or,
Generally, the structure of the tip of a steel tower arm is such that a pair of angles 7 and a pair of angles 8 are attached to the upper and lower parts of a flat vertical member 6 in a state of joining hands, and battens 9 and 4 are connected to the upper and lower end surfaces, and the lower end Since the tensioning device mounting bracket was attached to the batten 4, the tip of the tower arm had the disadvantage that it was subjected to a large torsional moment due to the external force acting on the tensioning device mounting bracket. Therefore, the tension device mounting bracket and the tip of the tower arm configured as described above 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、前記の欠点を解消することを目的と
するもので、基板上面の中間に鉄塔アーム長手方
向と平行に所定間隔をおいて一対の垂直部材を突
設することにより基板の強度を高め、さらに、基
板の上面部と垂直部材とを鉄塔アーム先端部の下
面部と垂直壁部とに取付けることにより鉄塔アー
ムに対し耐張装置取付金具を強固な立体取付けと
なし、もつて基板の滑り現象を解消すると共に、
取付けに際し目板を不要ならしめ、さらに、鉄塔
アーム先端部は耐張装置取付金具の一対の垂直部
材を利用することにより簡単且つ安価に箱形構造
となし得て鉄塔アームの強度を飛躍的に増大せし
めたものである。
The present invention aims to eliminate the above-mentioned drawbacks, and increases the strength of the board by protruding a pair of vertical members parallel to the longitudinal direction of the tower arm at a predetermined interval in the middle of the top surface of the board. Furthermore, by attaching the top surface of the board and the vertical member to the bottom surface and the vertical wall of the tip of the tower arm, the tension device mounting bracket can be firmly mounted three-dimensionally to the tower arm, thereby preventing the board from slipping. In addition to eliminating the phenomenon,
This eliminates the need for a batten during installation, and the tip of the tower arm can be easily and inexpensively made into a box-shaped structure by using a pair of vertical members of the tension device mounting bracket, dramatically increasing the strength of the tower arm. It is something that has been increased.

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図及び第3図において、11は
送電鉄塔の鉄塔アーム先端部、12は耐張装置取
付金具である。この耐張装置取付金具は、基板1
3の上面中間に鉄塔アーム長手方向と平行に所定
間隔をおいて一対の垂直部材14を突設し、基板
13の両側(或いは片側)には、他端部に導体耐
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
15を形成した連結金具16を支軸17で回転可
能に連結するものである。尚、第3図に示す連結
金具16は水平角を有する導体用である。
The present invention will be specifically described below based on embodiments shown in the drawings. In FIGS. 2 and 3, reference numeral 11 indicates a tip end of a tower arm of a power transmission tower, and reference numeral 12 indicates a tension device mounting fitting. This tension device mounting bracket is for board 1
A pair of vertical members 14 are protruded from the middle of the upper surface of 3 at a predetermined interval in parallel with the longitudinal direction of the tower arm, and on both sides (or one side) of the base plate 13, there are provided a pair of vertical members 14 for attaching a conductor tension device to the other end. A connecting fitting 16 formed with a clevis portion 15 for attaching a mounting portion, for example, a tower-side yoke of a conductor tension device, is rotatably connected by a support shaft 17. Incidentally, the connecting fitting 16 shown in FIG. 3 is for a conductor having a horizontal angle.

基板13の垂直部材14は鉄塔アーム先端部1
1の垂直壁部に、基板13の上面部18は鉄塔ア
ーム先端部11の下面部にそれぞれ取付けるた
め、垂直部材14と上面部18には多数のボルト
孔19が穿設されている。本実施例では、各乗直
部材14の外側壁に鉄塔アーム先端部11の構成
要素である中間縦部材20、下位アングル21を
順次重ねて連結子22で連結し、基板13の上面
部18には下位アングル21の水平部23を連結
子22で連結している。
The vertical member 14 of the substrate 13 is the tip part 1 of the steel tower arm.
A large number of bolt holes 19 are drilled in the vertical member 14 and the top surface 18 in order to respectively attach the top surface 18 of the base plate 13 to the bottom surface of the tip end 11 of the steel tower arm. In this embodiment, the intermediate vertical member 20 and the lower angle 21, which are the constituent elements of the tower arm tip 11, are sequentially stacked on the outer wall of each vertical member 14 and connected by a connector 22, and connected to the upper surface 18 of the base plate 13. The horizontal portion 23 of the lower angle 21 is connected by a connector 22.

鉄塔アーム先端部11は、基板13の垂直部材
14に取付ける中間縦部材20と下位アングル2
1とを予め連結しており、又、一対の中間縦部材
20の上部には上位アングルその他適宜の部材が
取付けられていて上位梁を構成している。本実施
例では、一対の中間縦部材20の上部を、下面中
間に箱形の突起部24を突設した吊材金具25
と、一対の上位アングル26とで挾着して鉄塔ア
ーム先端部中間の上部を箱形構造となし、中間下
部は基板13の一対の垂直部材14を挿入できる
空間部を形成している。
The tower arm tip 11 has an intermediate vertical member 20 attached to the vertical member 14 of the base plate 13 and a lower angle 2.
1 are connected in advance, and an upper angle and other appropriate members are attached to the upper part of the pair of intermediate vertical members 20 to constitute an upper beam. In this embodiment, the upper part of the pair of intermediate vertical members 20 is attached to a hanging material fitting 25 having a box-shaped protrusion 24 protruding from the middle of the lower surface.
and a pair of upper angles 26 to form a box-shaped structure at the middle upper part of the tip of the steel tower arm, and the middle lower part forms a space into which the pair of vertical members 14 of the base plate 13 can be inserted.

尚、基板13の一対の垂直部材14はリブ27
で連接して箱形に構成するようにしてもよい。
Note that the pair of vertical members 14 of the substrate 13 are connected to the ribs 27.
They may be connected to form a box shape.

本発明に係る耐張装置取付金具においては、基
板13はその上面に突設した一対の垂直部材14
により補強されており、この一対の垂直部材は鉄
塔アーム先端部11の下部に嵌め込み基板の上面
部18とで鉄塔アーム先端部の下部の垂直部28
と水平部23に取付けることにより強固な立体取
付けとなるものである。従つて、鉄塔アーム先端
部下部の一対の下位アングル21の位置矯正及び
連結用の目板が不要となるため材料を節減でき
る。又、一対の下位アングル21の水平部23と
垂直部28に取付ける連結子22の軸線が90°位
相を違えるため、耐張装置取付金具12を取付け
る連結子がすべて剪断力をうけるという従来の構
造上の欠点が解消され設計上の連結子強度を高く
設定できると共に、鉄塔アーム先端部に対する耐
張装置取付金具の滑り現象を排除できる。しかし
て、鉄塔アーム先端部の一部は耐張装置取付金具
の垂直部材14で兼用するため材料を節減できる
と共に、一対の垂直部材を利用して鉄塔アーム先
端部を容易に箱形構造となし得るため、鉄塔アー
ム先端部の強度を安価な手段により飛躍的に増大
せしめ得る等の優れた効果を有する。
In the tension device mounting bracket according to the present invention, the substrate 13 has a pair of vertical members 14 protruding from its upper surface.
This pair of vertical members is fitted into the lower part of the tower arm tip 11 and is reinforced by the upper surface part 18 of the base plate and the lower vertical part 28 of the tower arm tip.
By attaching it to the horizontal portion 23, a strong three-dimensional attachment is achieved. Therefore, there is no need for a batten for position correction and connection of the pair of lower angles 21 at the lower end of the tower arm, so materials can be saved. Furthermore, since the axes of the connectors 22 attached to the horizontal portion 23 and vertical portion 28 of the pair of lower angles 21 are out of phase by 90°, the conventional structure in which all the connectors to which the tension device mounting brackets 12 are attached are subjected to shearing force. The above drawbacks are eliminated, the designed strength of the connector can be set high, and the phenomenon of slipping of the tension device mounting bracket against the tip of the tower arm can be eliminated. Therefore, since a part of the tip of the tower arm is also used as the vertical member 14 of the tension device mounting bracket, material can be saved, and the tip of the tower arm can be easily made into a box-shaped structure by using a pair of vertical members. Therefore, it has excellent effects such as being able to dramatically increase the strength of the tip of a steel tower arm using inexpensive means.

【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側面図、第
3図は第2図のA−A線における矢視図である。 11……鉄塔アーム先端部、12……耐張装置
取付金具、13……基板、14……垂直部材、1
6……連結金具。
FIG. 1 is a side view of a conventional product attached to a steel tower arm, FIG. 2 is a side view showing an embodiment of the present invention, and FIG. 3 is a view taken along line A--A in FIG. 11... Steel tower arm tip, 12... Tension device mounting bracket, 13... Board, 14... Vertical member, 1
6...Connection fittings.

Claims (1)

【特許請求の範囲】[Claims] 1 基板の少くとも片側に導体耐張装置を取付け
るための連結金具を備え、基板の上面中間には鉄
塔アーム長手方向と平行に所定間隔をおいて一対
の垂直部材を突設し、この垂直部材を鉄塔アーム
先端部の垂直壁部に、基板の上面部を鉄塔アーム
先端部の下面部に取付けるようにした耐張装置取
付金具。
1 At least one side of the board is equipped with a connecting fitting for attaching a conductor tension device, and a pair of vertical members is provided protruding from the middle of the upper surface of the board parallel to the longitudinal direction of the tower arm at a predetermined interval. A tension device mounting bracket for attaching the board to the vertical wall of the tip of the tower arm, and the top surface of the board to the bottom of the tip of the tower arm.
JP12920183A 1983-07-14 1983-07-14 Tensile unit mounting implement Granted JPS6020412A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12920183A JPS6020412A (en) 1983-07-14 1983-07-14 Tensile unit mounting implement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12920183A JPS6020412A (en) 1983-07-14 1983-07-14 Tensile unit mounting implement

Publications (2)

Publication Number Publication Date
JPS6020412A JPS6020412A (en) 1985-02-01
JPH0118526B2 true JPH0118526B2 (en) 1989-04-06

Family

ID=15003637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12920183A Granted JPS6020412A (en) 1983-07-14 1983-07-14 Tensile unit mounting implement

Country Status (1)

Country Link
JP (1) JPS6020412A (en)

Also Published As

Publication number Publication date
JPS6020412A (en) 1985-02-01

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