JP2596345Y2 - High frequency cable support structure - Google Patents

High frequency cable support structure

Info

Publication number
JP2596345Y2
JP2596345Y2 JP1991001821U JP182191U JP2596345Y2 JP 2596345 Y2 JP2596345 Y2 JP 2596345Y2 JP 1991001821 U JP1991001821 U JP 1991001821U JP 182191 U JP182191 U JP 182191U JP 2596345 Y2 JP2596345 Y2 JP 2596345Y2
Authority
JP
Japan
Prior art keywords
cable
frequency cable
vibration
support
supporting
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
JP1991001821U
Other languages
Japanese (ja)
Other versions
JPH0498833U (en
Inventor
信義 松田
栄一 藤村
博三 奥園
清博 大松澤
良二 森本
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.)
Mitsubishi Cable Industries Ltd
Nippon Telegraph and Telephone Corp
Original Assignee
Mitsubishi Cable Industries Ltd
Nippon Telegraph and Telephone Corp
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 Mitsubishi Cable Industries Ltd, Nippon Telegraph and Telephone Corp filed Critical Mitsubishi Cable Industries Ltd
Priority to JP1991001821U priority Critical patent/JP2596345Y2/en
Publication of JPH0498833U publication Critical patent/JPH0498833U/ja
Application granted granted Critical
Publication of JP2596345Y2 publication Critical patent/JP2596345Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Installation Of Indoor Wiring (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、マイクロ回線や各種の
通信および放送用のアンテナに接続した高周波ケーブル
を鉄塔等の構造物に支持する構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for supporting a high frequency cable connected to a micro line or various communication and broadcasting antennas on a structure such as a steel tower.

【0002】[0002]

【従来の技術】従来、高周波ケーブルを屋外の構造物に
支持する構造としては、一般に図5に示すような支持金
具3を用いる構造が採用されている。
2. Description of the Related Art Conventionally, as a structure for supporting a high-frequency cable on an outdoor structure, a structure using a support fitting 3 as shown in FIG. 5 is generally employed.

【0003】この支持金具3は、同軸ケーブルとして構
成された高周波ケーブル1を前後両側から略全周にわた
って挟持するΩ形の一対の挟持部材5と、この両挟持部
材5を構造物(たとえば、鉄塔のはしご)2の横桟2a等
に固定する左右一対のボルト6とから構成され、高周波
ケーブル1を両挟持部材5の間にクッション材7を介し
て挟持してナット8で前後から締め上げ固定するように
なっている。
The supporting bracket 3 includes a pair of Ω-shaped clamping members 5 for clamping the high-frequency cable 1 formed as a coaxial cable over substantially the entire circumference from both front and rear sides, and a structure (for example, a steel tower) And a pair of left and right bolts 6 fixed to the horizontal rail 2a or the like of the ladder 2. The high-frequency cable 1 is sandwiched between the sandwiching members 5 via the cushioning material 7 and tightened up and down with the nut 8 from the front and rear. It is supposed to.

【0004】そして、このような支持金具3を風圧振動
に耐えられるよう比較的短い所定の間隔(たとえば、1.
0 〜 1.5m)毎に配置して、長い高周波ケーブル1を
構造物の外側面に沿って強固に支持する構造となってい
る。
[0004] A relatively short predetermined interval (for example, 1.
0 to 1.5 m) so that the long high-frequency cable 1 is firmly supported along the outer surface of the structure.

【0005】なお、図5では共通のボルト6を用いて2
本の高周波ケーブル1を並設する場合が示されている。
[0005] In FIG. 5, two bolts 6 are used.
The case where two high-frequency cables 1 are arranged side by side is shown.

【0006】[0006]

【考案が解決しようとする課題】ところで、上記の支持
金具3を使用すれば、高周波ケーブル1の荷重を支持す
る上では十分な把持力が得られるものの、構成部品の数
が多くて高価であるとともに、組み付け時の締着操作箇
所が多くて手数がかかる。しかも、従来では、ケーブル
支持箇所のすべてにこの支持金具3を用いているので、
機材の費用が相当にかさむ等の不具合があった。
By the way, if the above-mentioned support fitting 3 is used, a sufficient gripping force can be obtained in supporting the load of the high-frequency cable 1, but the number of components is large and expensive. At the same time, there are many fastening operation points at the time of assembling, and it takes time and effort. In addition, conventionally, since the support fitting 3 is used for all the cable support locations,
There was a problem that the cost of the equipment increased considerably.

【0007】[0007]

【課題を解決するための手段】本考案は、このような従
来の支持構造の不具合を改善するものである。
SUMMARY OF THE INVENTION The present invention is intended to solve such a problem of the conventional support structure.

【0008】そのため、本考案の高周波ケーブルの支持
構造では、高周波ケーブルの重量を支える支持金具とケ
ーブルの振動を制止する振動制止金具を備え、前記支持
金具は所定の間隔で、前記振動制止金具はこの支持金具
よりも短い間隔でそれぞれ構造物の外側面に配置固定さ
れるとともに、前記支持金具は、高周波ケーブルを両側
から略全周にわたって挟持する一対の挟持部材とこの両
挟持部材を固定するボルトおよびナットから構成される
一方、前記振動制止金具は、ボルトで固定される平板状
固定部と、この固定部から延設されて高周波ケーブル
の外周の一部に沿う略U形の当接部とが一連に形成され
てなり、かつ、前記当接部のケーブル差込用の開口は前
記固定部を含む平面に対向するように設けられている。
Therefore, the support structure for a high-frequency cable according to the present invention includes a support member for supporting the weight of the high-frequency cable and a vibration stopper for suppressing vibration of the cable. The support member is provided at a predetermined interval, and the vibration stopper is provided at a predetermined interval. The support fittings are arranged and fixed on the outer surface of the structure at shorter intervals than the support fittings, and the support fittings are a pair of holding members for holding the high-frequency cable from both sides over substantially the entire circumference, and bolts for fixing the two holding members. And the nut, while the vibration stopper is a flat plate fixed with bolts.
And a substantially U-shaped contact portion extending from the fixed portion and extending along a part of the outer periphery of the high-frequency cable are formed in series.
And the opening for inserting the cable at the abutting portion is at the front.
It is provided so as to face a plane including the fixing portion.

【0009】[0009]

【作用】高周波ケーブルを屋外に支持した場合の支持強
度について考察すると、たとえば、上下2点で支持され
たケーブルに風圧が働いた場合、支持点に働く最大曲げ
モーメントMmaxは Mmax=P・l2/12 (1) ここで、lはケーブル支持間隔、P=c・q・a。ただしc
は風力係数、qは速度圧(=v2/16、v;風速)、aは風圧
面積である。
Considering the supporting strength when a high-frequency cable is supported outdoors, for example, when wind pressure acts on a cable supported at two points above and below, the maximum bending moment Mmax acting on the supporting point is Mmax = P · l 2 / 12 (1) where l is the cable support interval, P = cqa. Where c
Wind coefficient, q is the rate pressure (= v 2/16, v ; wind speed), a is the wind area.

【0010】一方、曲げモーメントMmax'と許容振動歪
εyとの関係は、 Mmax'=π・dm2・t・E・εy/4 (2) ここで、dmはケーブルの外部導体の平均外径、tはケー
ブルの外部導体の平均厚さ、Eはケーブルのヤング率で
ある。
On the other hand, the relationship between the bending moment Mmax ′ and the allowable vibration strain εy is as follows: Mmax ′ = π · dm 2 · t · E · εy / 4 (2) where dm is the average outer diameter of the outer conductor of the cable. , T is the average thickness of the outer conductor of the cable, and E is the Young's modulus of the cable.

【0011】上記(1)、(2)式より、振動疲労破断とな
らない支持間隔、すなわちMmax≦Mmax'となる支持間
隔lmaxは次のようになる。
From the above equations (1) and (2), the support interval which does not cause vibration fatigue fracture, that is, the support interval lmax satisfying Mmax ≦ Mmax 'is as follows.

【0012】[0012]

【数1】 (Equation 1)

【0013】したがって、たとえばケーブルが39D相
当の同軸ケーブルの場合、dm=46mm、t=1.5mm、
許容振動歪E・εy=1.3、風速v=60m/秒(P=1
5kg/m)とすると、 lmax≦1.6m となる。
Accordingly, for example, when the cable is a coaxial cable equivalent to 39D, dm = 46 mm, t = 1.5 mm,
Allowable vibration strain E · εy = 1.3, wind speed v = 60 m / sec (P = 1
5 kg / m), lmax ≦ 1.6 m.

【0014】他方、ケーブルの自重を支えるだけのため
に必要な最大支持間隔lmax'は、ケーブル単位長さ当た
りの重量をw、支持点1箇所当たりの支持力をpとすれ
ば、 lmax'≦p/w (4) となり、前記条件のケーブルの場合、w=1.9kg/m、p
=25kgとして計算すると、lmax'≦13mとなる。
On the other hand, the maximum support interval lmax 'necessary only to support the cable's own weight is given by: lmax' ≦ if the weight per unit length of the cable is w and the support force per support point is p. p / w (4) where w = 1.9 kg / m, p
= 25 kg, lmax '≤ 13 m.

【0015】すなわち、高周波ケーブルの自重を支える
ためには、13mごとに支持点を設ければ十分であり、
一方、風圧振動を防止するためには、これらの支持点の
間に約1.6mごとにケーブルの振れ止め手段を施せば
よいことになる。
That is, in order to support the weight of the high-frequency cable, it is sufficient to provide a support point every 13 m.
On the other hand, in order to prevent wind pressure vibrations, it is sufficient to provide a cable anti-sway means at intervals of about 1.6 m between these support points.

【0016】本考案は、このような観点から、ケーブル
重量支持点に相当する部位には、一対の挟持部材を利用
した支持金具を用い、また、振れ止め支持点にはケーブ
ルの外周一部に当接する簡易な振動制止金具を用いるこ
とで、所望のケーブル支持機能および振動制止機能を発
揮させている。
In view of the above, the present invention uses a supporting bracket using a pair of holding members at a portion corresponding to the cable weight supporting point, and uses a supporting bracket at a part of the outer periphery of the cable at the steady rest supporting point. By using a simple vibration stop fitting that comes into contact, a desired cable support function and vibration stop function are exhibited.

【0017】[0017]

【実施例】図1は、高周波ケーブル1をアンテナ鉄塔等
の構造物2の外側面に沿って配設支持した場合の概略構
成を示しており、高周波ケーブル1は、支持金具3と振
動制止金具4とを用いて構造物2に支持されている。
FIG. 1 shows a schematic configuration of a case where a high-frequency cable 1 is disposed and supported along an outer surface of a structure 2 such as an antenna tower. The high-frequency cable 1 includes a support fitting 3 and a vibration-stopping fitting. 4 and supported on the structure 2.

【0018】前記支持金具3は、図2に示すように、従
来より使用されていた支持金具3と同一のものであり、
高周波ケーブル1を前後両側から略全周にわたって挟持
するΩ形の一対の挟持部材5と、この両挟持部材5を構
造物2の横桟2a等に固定する左右一対のボルト6、挟
持部材5の内側に設けられたクッション部材7およびナ
ット8から構成され、高周波ケーブル1を両挟持部材5
の間にクッション材7を介して挟持せてナット8で前後
から締上げ固定する。
As shown in FIG. 2, the support 3 is the same as the support 3 conventionally used.
A pair of Ω-shaped holding members 5 for holding the high-frequency cable 1 over substantially the entire circumference from both front and rear sides, a pair of left and right bolts 6 for fixing the both holding members 5 to the horizontal rail 2 a of the structure 2, and the like. The high-frequency cable 1 is composed of a cushion member 7 and a nut 8 provided inside,
Then, it is sandwiched between the cushion members 7 and is fastened and fixed with nuts 8 from front and rear.

【0019】また、前記振動制止金具4は、図2中に示
すように、1本のボルト9とナット10を介して構造物
2の横桟2aに固定される平板状の固定部4aと、この固
定部の一端側から延設されて高周波ケーブル1の外周の
一部に沿う略U形の当接部4bと一連に形成され、か
つ、この当接部4bのケーブル差込用の開口は固定部4a
を含む平面に対向するように設けられている。そして、
当接部4bの内面にクッション材11付設されてい
る。このように、当接部4bのケーブル差込用の開口が
固定部4aを含む平面に対向しておれば、高周波ケーブ
ル1に過剰な振動が加わった場合でも、ケーブル1がこ
の振動制止金具4から外れて外部に飛び出すのが確実に
防止される。
As shown in FIG. 2, the vibration stopper 4 has a flat fixing portion 4a which is fixed to the cross bar 2a of the structure 2 via one bolt 9 and nut 10. This fixed
Extending from one end of the tough by the contact portion 4b of the substantially U-shaped along the part of the outer periphery of the high frequency cable 1 is formed into a series, or
The opening for inserting the cable into the contact part 4b is fixed to the fixing part 4a.
Are provided so as to oppose a plane including. And
The cushion material 11 is attached to the inner surface of the contact portion 4b.
You. Thus, the opening for inserting the cable in the contact portion 4b is
If facing the plane including the fixing part 4a, the high-frequency cable
Even if excessive vibration is applied to cable 1, cable 1
From the vibration stopper 4 and jump out
Is prevented.

【0020】そして、具体的には、例えば前記支持金具
3を5〜7.5m間隔で設置するとともに、その間に前記
振動制止金具4を1.0〜1.5m間隔で設置する。
More specifically, for example, the support fittings 3 are installed at intervals of 5 to 7.5 m, and the vibration stopping fittings 4 are installed at intervals of 1.0 to 1.5 m.

【0021】前記振動制止金具4としては、たとえば、
図3および図4に示すように、当接部4bをU形に形成
するとともに、その脚部の両端に横桟2aへの係止凹部
12を有する固定部4aを設け、横桟2aに固定部4aを
掛止して外れ止めボルト13を固定部4aのネジ孔14
に螺着する構成としてもよい。この場合は横桟2aに孔
加工が不要となる。また、この形態で図4中の仮想線で
示すように2本の高周波ケーブル1を支持することもで
きる。
As the vibration stopper 4, for example,
As shown in FIGS. 3 and 4, the abutment portion 4b is formed in a U-shape, and a fixing portion 4a having a locking concave portion 12 for locking the horizontal beam 2a is provided at both ends of the leg portion, and fixed to the horizontal beam 2a. The part 4a is hooked and the locking bolt 13 is screwed into the screw hole 14 of the fixing part 4a.
It is good also as composition screwed to. In this case, it is not necessary to form a hole in the cross rail 2a. Further, in this embodiment, two high-frequency cables 1 can be supported as shown by phantom lines in FIG.

【0022】[0022]

【考案の効果】本考案によれば、構造簡単で構成部品数
が少なく、かつ、取扱いも簡単な振動制止金具を導入す
ることで、ケーブル支持強度及び振動制止機能を低下さ
せることなく、高価で取付けに手数を要する支持金具の
使用個数を従来の数分の1に節減することができる。し
たがって、全体としての、支持部材コストの低減と取付
け作業工数の節減を図ることができるようになった。
According to the present invention, by introducing a vibration-stopping bracket having a simple structure, a small number of components, and easy handling, the cable support strength and the vibration-stopping function can be reduced without increasing the cost. It is possible to reduce the number of supporting brackets that require time and effort for mounting to a fraction of the conventional number. Therefore, it has become possible to reduce the cost of the support member and the number of man-hours for mounting work as a whole.

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

【図1】本考案の実施例に係るケーブル支持構造の一部
を示す概略側面図である。
FIG. 1 is a schematic side view showing a part of a cable support structure according to an embodiment of the present invention.

【図2】図1の要部の斜視図である。FIG. 2 is a perspective view of a main part of FIG.

【図3】振動制止金具の他の実施例を示す斜視図であ
る。
FIG. 3 is a perspective view showing another embodiment of the vibration stopper.

【図4】振動制止金具の取付け状態を示す一部切欠き側
面図である。
FIG. 4 is a partially cutaway side view showing a mounted state of a vibration stopper.

【図5】従来構造の要部の斜視図である。FIG. 5 is a perspective view of a main part of a conventional structure.

【符号の説明】[Explanation of symbols]

1…高周波ケーブル、2…構造物、3…支持金具、4…
振動制止金具、4a…固定部、4b…当接部、5…挟持部
材、6…ボルト、8…ナット。
DESCRIPTION OF SYMBOLS 1 ... High frequency cable, 2 ... Structure, 3 ... Support bracket, 4 ...
Vibration stoppers, 4a: fixed part, 4b: contact part, 5: clamping member, 6: bolt, 8: nut.

───────────────────────────────────────────────────── フロントページの続き (72)考案者 藤村 栄一 埼玉県熊谷市新堀1008 三菱電線工業株 式会社熊谷製作所内 (72)考案者 奥園 博三 兵庫県伊丹市池尻4丁目3番地 三菱電 線工業株式会社伊丹製作所内 (72)考案者 大松澤 清博 東京都千代田区内幸町一丁目1番6号 日本電信電話株式会社内 (72)考案者 森本 良二 東京都千代田区内幸町一丁目1番6号 日本電信電話株式会社内 (56)参考文献 実開 昭63−198331(JP,U) 実開 昭54−24697(JP,U) 実開 昭48−27389(JP,U) 実開 昭55−173236(JP,U) 実開 昭60−44423(JP,U) 実開 昭62−14926(JP,U) 実開 昭63−155104(JP,U) (58)調査した分野(Int.Cl.6,DB名) H02G 7/00 - 7/22 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Eiichi Fujimura 1008 Niibori, Kumagaya-shi, Saitama Mitsubishi Cable Industry Co., Ltd. Kumagaya Works (72) Inventor Hirozo Okuzone 4-chome Ikejiri, Itami-shi, Hyogo Mitsubishi Electric Line Inside Itami Works, Ltd. (72) Inventor Kiyohiro Omatsuzawa 1-6, Uchisaiwaicho, Chiyoda-ku, Tokyo Nippon Telegraph and Telephone Corporation (72) Ryoji Morimoto 1-1-6, Uchisaiwaicho, Chiyoda-ku, Tokyo Japan Inside Telegraph and Telephone Co., Ltd. (56) References Japanese Utility Model Sho 63-198331 (JP, U) Japanese Utility Model Sho 54-24697 (JP, U) Japanese Utility Model Sho 48-27389 (JP, U) Japanese Utility Model Utility Model 55-173236 (JP, U) JP, U) Japanese Utility Model Showa 60-44423 (JP, U) Japanese Utility Model Showa 62-14926 (JP, U) Japanese Utility Model Showa 63-155104 (JP, U) (58) Fields surveyed (Int. Cl. 6 , (DB name) H02G 7/00-7/22

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 高周波ケーブルを構造物の外側面に沿っ
て固定支持する支持構造であって、 前記高周波ケーブルの重量を支える支持金具とケーブル
の振動を制止する振動制止金具とを備え、前記支持金具
は所定の間隔で、前記振動制止金具はこの支持金具より
も短い間隔でそれぞれ構造物の外側面に配置固定される
とともに、前記支持金具は、高周波ケーブルを両側から
略全周にわたって挟持する一対の挟持部材とこの両挟持
部材を固定するボルトおよびナットから構成される一
方、前記振動制止金具は、ボルトで固定される平板状の
固定部と、この固定部から延設されて高周波ケーブルの
外周の一部に沿う略U形の当接部とが一連に形成されて
なり、かつ、前記当接部のケーブル差込用の開口は前記
固定部を含む平面に対向するように設けられていること
を特徴とする高周波ケーブルの支持構造。
1. A support structure for fixedly supporting a high-frequency cable along an outer surface of a structure, comprising: a support bracket for supporting the weight of the high-frequency cable; and a vibration-stopping bracket for suppressing vibration of the cable. The metal fittings are arranged at predetermined intervals, the vibration-stopping metal pieces are arranged and fixed on the outer surface of the structure at shorter intervals than the supporting metal fittings, and the supporting metal fittings sandwich a high-frequency cable from both sides over substantially the entire circumference. And the vibration-stopping member is a flat plate-shaped fixing portion fixed with bolts, and is extended from the fixing portion. A substantially U-shaped contact portion along a part of the outer periphery of the high-frequency cable is formed in a series.
And the opening for inserting the cable in the contact portion is
A support structure for a high-frequency cable, which is provided so as to face a plane including a fixing portion .
JP1991001821U 1991-01-24 1991-01-24 High frequency cable support structure Expired - Lifetime JP2596345Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991001821U JP2596345Y2 (en) 1991-01-24 1991-01-24 High frequency cable support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991001821U JP2596345Y2 (en) 1991-01-24 1991-01-24 High frequency cable support structure

Publications (2)

Publication Number Publication Date
JPH0498833U JPH0498833U (en) 1992-08-26
JP2596345Y2 true JP2596345Y2 (en) 1999-06-14

Family

ID=31729461

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991001821U Expired - Lifetime JP2596345Y2 (en) 1991-01-24 1991-01-24 High frequency cable support structure

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Country Link
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JP2784891B2 (en) * 1994-09-26 1998-08-06 株式会社山小電機製作所 Power supply line support fastening structure and support member

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JPS5944749B2 (en) * 1976-02-12 1984-10-31 東レ株式会社 gas diffusion electrode
JPS6287172A (en) * 1985-10-14 1987-04-21 川崎重工業株式会社 Method for generating air for breathing

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