JP4521593B2 - Simple arm for transmission tower - Google Patents

Simple arm for transmission tower Download PDF

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Publication number
JP4521593B2
JP4521593B2 JP2001152165A JP2001152165A JP4521593B2 JP 4521593 B2 JP4521593 B2 JP 4521593B2 JP 2001152165 A JP2001152165 A JP 2001152165A JP 2001152165 A JP2001152165 A JP 2001152165A JP 4521593 B2 JP4521593 B2 JP 4521593B2
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JP
Japan
Prior art keywords
arm
main
bolt
suspension
tower
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 - Fee Related
Application number
JP2001152165A
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Japanese (ja)
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JP2002354643A (en
Inventor
木村一好
石塚政勝
安冨正佳
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.)
Chubu Electric Power Co Inc
Original Assignee
Chubu Electric Power Co Inc
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 Chubu Electric Power Co Inc filed Critical Chubu Electric Power Co Inc
Priority to JP2001152165A priority Critical patent/JP4521593B2/en
Publication of JP2002354643A publication Critical patent/JP2002354643A/en
Application granted granted Critical
Publication of JP4521593B2 publication Critical patent/JP4521593B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Suspension Of Electric Lines Or Cables (AREA)

Description

【0001】
【産業上の利用分野】
本発明は、送電鉄塔に取り付けるアームにおいて、鉄塔の幅や高さおよび規模に関係無く自由に取り付けることができ、運搬や保管が容易である送電鉄塔用簡易アームに関する。
【0002】
【従来の技術】
従来、送電鉄塔の建設時や改造時において、送電線を一時的に仮留めするために、一時的に取り付ける仮アームが用いられてきた。しかし、送電鉄塔は鉄塔の幅や高さ規模が各々で異なるため、仮アームも各鉄塔ごとに設計、製作されてきた。そのため、一度使用した仮アームは、工事終了後他の鉄塔に使用することができず、破棄されることが多かった。
【0003】
しかし、破棄する仮アームは強度的問題で破棄されるわけでは無く、再び使用しても問題ないものが多かった。そのため、1度しか使用していない仮アームを破棄するのは、抵抗があった。それでも、将来的に使用する可能性の低い仮アームを保管することは、保管場所と保管コストがかかり、経済的に問題があった。
【0004】
【発明が解決しようとする課題】
本発明は、従来の技術の有するこのような問題点に鑑みてなされたものであり、送電鉄塔に使用されるアームについて、様々な塔体幅やパネル高さに適応して使用でき、容易に分解、組立ができ、軽量コンパクトで運搬や保管が容易な簡易アームの構造を提供する。
【0005】
【課題を解決するための手段】
上記目的を達成するために、本発明における送電用鉄塔用の簡易アームは、一対のアーム主材の先端は対応する鋼板に接合され、各アーム主材の軸心延長上と一致する各鋼板の任意の位置に、両鋼板を開閉可能にするメインボルトが差し込まれるボルト孔が設けられ、各鋼板に縦向きのリブを鋼板の長手方向に溶接して、各リブに各吊材の先端をおのおの一本の吊材用ボルトで接合して、アーム主材とこれに対応して設けられる吊材と鋼板とで構成されるユニットを対称形に二体用意し、二体のユニットの鋼板のメインボルト用孔を重ねて、一本のメインボルトで接合し、前記メインボルトを支点として、二体のユニットの成す角度を塔体幅に合わせて調整すると共に、前記吊材用ボルトを支点として、吊材の取り付け角度をパネル高さに合わせて調整して、二体のユニットのアーム主材と吊材の後端部が鉄塔に取り付けられることを特徴とする。
【0006】
【発明の実施の形態】
以下、実施の形態を示す図面に基づき、本発明を詳説する。
図1は、簡易アームの斜視図である。簡易アームは、対称型の一対のユニットA、Bの先端を一本のボルト5で接合して構成され、詳しくは後述する。
【0007】
図2は、簡易アームのアーム主材2および鋼板1を上から見た平面図である。図1、図2において各々のユニットA、Bは、アーム主材2とこれに対応して設けられる吊材4と鋼板1とで構成され、アーム主材2と吊材4の先端部は、鋼板1にボルト接合されている。アーム主材2は1本または2本の山形鋼で構成され、アーム主材の先端はアーム主材の山形鋼と鋼板1が複数のボルト6で接合されている。鋼板1には、アーム主材2の軸心延長線上の任意位置へメインボルト5が差し込まれるボルト孔が設けられるとともに、吊材4を支持するための縦向きのリブ3が鋼板1の長手方向に溶接されている。リブ3の長手方向の長さは、一対のユニットA、Bがボルト5を支点として開閉できるように調整されている。なお、アーム主材の山形鋼と鋼板1とは溶接により接合されてもよい。また、鋼板1には架渉線等の取り付け用の孔が必要数設けられている。
【0008】
図3は、簡易アームの側面図である。鋼板1に溶接された縦向きのリブ3には、吊材用ボルト7が差し込まれるボルト孔が開けられ、吊材4の先端と吊材用ボルト7で接合される。このとき、吊材4は1本の吊材用ボルト7で接合されるため、この吊材用ボルト7を支点として吊材4の取り付け角度が変更でき、異なる鉄塔のパネル高さD(図4参照)に対して吊材の取り付け角度を容易に変えることができる。
【0009】
図2、図3に示した簡易アームのユニットA,Bは対称形に一対用意され、それぞれのユニットA、Bのアーム主材2の先端に取り付けられた鋼板1に設けられたメインボルト5用のボルト孔を重ねて、一本のメインボルト5で接合するため、メインボルト5を支点としてユニットA、Bの成す角度は容易に変えることができ、異なる塔体幅Cに対しても簡易アームのアーム主材の取り付けが容易になる。また、簡易アームを解体する場合においてもアーム主材先端に取り付けられた鋼板の重なりを固定するメインボルト5を抜き取ることで、簡易アームは容易に解体できる。
【0010】
図4は簡易アームの送電鉄塔取り付け状態図である。送電用鉄塔の塔体幅Cおよびパネル高さDは各々の鉄塔で異なるため、簡易アームは、ユニットA,Bの成す角度を塔体幅Cに合わせて調節し、アーム主材用プレート9に接合して取り付けられる。このとき、簡易アームの吊材4には、塔体幅方向の変更を調節する機能が付いていないので、吊材のベンド幅方向の変更は、各鉄塔ごとに設計して吊材用プレート8が鉄塔に取り付けられる。
【0011】
【発明の効果】
本発明は、以上に説明した手順で行うことにより、以下に記載するような効果を奏する。
【0012】
「請求項1」のように簡易アームは構成されているため、鉄塔の幅やパネル高さに関係なく自由に取り付けることができる。また、解体時においても、ボルト接合されている部分を外すだけで容易に解体できる。そのため、塔上作業である簡易アームの取り付け取り外しが迅速かつ簡単にでき、簡易アーム解体後も軽量コンパクトなため運搬が簡単でかつ小さいスペースで保管が可能になる。
【図面の簡単な説明】
【図1】 簡易アームの斜視図。
【図2】 簡易アームの平面図。
【図3】 簡易アームの側面図。
【図4】 簡易アームの取り付け状態図。
【符号の説明】
A ユニットA
B ユニットB
C 塔体幅
D パネル高さ
1 鋼板
2 アーム主材
3 リブ
4 吊材
5 メインボルト
6 ボルト
7 吊材用ボルト
8 吊材用プレート
9 アーム主材用プレート
[0001]
[Industrial application fields]
The present invention relates to a simple arm for a power transmission tower that can be attached freely to a power transmission tower regardless of the width, height, and scale of the steel tower and is easy to transport and store.
[0002]
[Prior art]
Conventionally, a temporary arm temporarily attached has been used to temporarily fix a transmission line during construction or modification of a power transmission tower. However, since the transmission towers have different widths and heights, temporary arms have been designed and manufactured for each tower. For this reason, the temporary arm once used cannot be used for other steel towers after the completion of construction, and is often discarded.
[0003]
However, the temporary arm to be discarded is not discarded due to the strength problem, and there are many cases where there is no problem even if it is used again. For this reason, it has been a resistance to discard a temporary arm that has been used only once. Nevertheless, storing a temporary arm that is unlikely to be used in the future requires a storage location and storage cost, and is economically problematic.
[0004]
[Problems to be solved by the invention]
The present invention has been made in view of such problems of the prior art, and the arm used in the transmission tower can be used in accordance with various tower widths and panel heights, and can be easily used. A simple arm structure that can be disassembled and assembled, is lightweight, compact, and easy to transport and store.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, the simple arm for a power transmission tower according to the present invention has a pair of arm main members with the tips of the respective steel plates that are joined to the corresponding steel plates and coincide with the axial extension of each arm main material. Bolt holes into which main bolts that can open and close both steel plates are inserted at arbitrary positions, and longitudinal ribs are welded to each steel plate in the longitudinal direction of each steel plate, and the tip of each suspension member is connected to each rib. Two units consisting of the arm main material and the corresponding suspension material and steel plate are prepared symmetrically by joining with one suspension material bolt, and the main unit of the steel plate of the two units is prepared. Overlapping bolt holes, joining with one main bolt, using the main bolt as a fulcrum, adjusting the angle formed by the two units according to the tower width, and using the suspension bolt as a fulcrum, Match the mounting angle of the suspension to the panel height. And adjusted by the rear end portion of the arm main member and Tsuzai units two-body is characterized in that it is attached to the tower.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail with reference to the drawings illustrating embodiments.
FIG. 1 is a perspective view of a simple arm. The simple arm is formed by joining the ends of a pair of symmetrical units A and B with a single bolt 5, which will be described in detail later.
[0007]
FIG. 2 is a plan view of the arm main material 2 and the steel plate 1 of the simple arm as viewed from above. 1 and 2, each unit A, B is composed of an arm main member 2, a suspension member 4 and a steel plate 1 provided correspondingly, and the arm main member 2 and the tip of the suspension member 4 are The steel plate 1 is bolted. The arm main material 2 is composed of one or two angle steels, and the tip of the arm main material is joined to the angle main steel of the arm main material and the steel plate 1 by a plurality of bolts 6. The steel plate 1 is provided with a bolt hole into which the main bolt 5 is inserted at an arbitrary position on the axial center extension line of the arm main material 2, and a longitudinal rib 3 for supporting the suspension material 4 is provided in the longitudinal direction of the steel plate 1. It is welded to. The length of the rib 3 in the longitudinal direction is adjusted so that the pair of units A and B can be opened and closed with the bolt 5 as a fulcrum. In addition, the angle steel of the arm main material and the steel plate 1 may be joined by welding. In addition, the steel plate 1 is provided with a necessary number of holes for attaching a wire.
[0008]
FIG. 3 is a side view of the simple arm. Bolt holes into which the suspension material bolts 7 are inserted are formed in the longitudinal ribs 3 welded to the steel plate 1, and are joined to the front ends of the suspension materials 4 by the suspension material bolts 7. At this time, since the suspension member 4 is joined by one suspension member bolt 7, the attachment angle of the suspension member 4 can be changed with the suspension member bolt 7 as a fulcrum, and the panel height D (FIG. 4) of the different towers. The angle of attachment of the suspension member can be easily changed with respect to the reference).
[0009]
The simple arm units A and B shown in FIG. 2 and FIG. 3 are prepared in a symmetrical form for the main bolt 5 provided on the steel plate 1 attached to the tip of the arm main material 2 of each unit A and B. Since the bolt holes are overlapped and joined with one main bolt 5, the angle formed by the units A and B with the main bolt 5 as a fulcrum can be easily changed. It is easy to attach the main arm material. Even when the simple arm is disassembled, the simple arm can be easily disassembled by removing the main bolt 5 that fixes the overlap of the steel plates attached to the tip of the arm main material.
[0010]
FIG. 4 is a diagram showing a state where the power transmission tower is attached to the simple arm. Since the tower width C and the panel height D of the power transmission tower are different for each tower, the simple arm adjusts the angle formed by the units A and B according to the tower width C, and the arm main plate 9 Joined and attached. At this time, since the suspension member 4 of the simple arm does not have a function of adjusting the change in the tower width direction, the change in the bend width direction of the suspension material is designed for each steel tower, and the suspension plate 8 Is attached to the tower.
[0011]
【The invention's effect】
The present invention has the following effects by performing the procedure described above.
[0012]
Since the simple arm is configured as in claim 1, it can be freely attached regardless of the width of the steel tower and the panel height. Further, even when disassembling, it can be easily disassembled simply by removing the bolted part. For this reason, it is possible to quickly and easily attach and detach the simple arm, which is a tower operation, and after the simple arm is disassembled, it is lightweight and compact, so it can be easily transported and stored in a small space.
[Brief description of the drawings]
FIG. 1 is a perspective view of a simple arm.
FIG. 2 is a plan view of a simple arm.
FIG. 3 is a side view of a simple arm.
FIG. 4 is a view showing how a simple arm is attached.
[Explanation of symbols]
A Unit A
B Unit B
C Tower width D Panel height 1 Steel plate 2 Arm main material 3 Rib 4 Suspension material 5 Main bolt 6 Bolt 7 Suspension material bolt 8 Suspension material plate 9 Arm main material plate

Claims (1)

送電用鉄塔に取り付ける簡易アームにおいて、一対のアーム主材(2)(2)の先端は対応する鋼板(1)(1)に接合され、各アーム主材(2)の軸心延長上と一致する各鋼板(1)の任意の位置に、両鋼板を開閉可能にするメインボルト(5)が差し込まれるボルト孔が設けられ、各鋼板(1)に縦向きのリブ(3)を鋼板(1)の長手方向に溶接して、各リブ(3)に各吊材(4)の先端をおのおの一本の吊材用ボルト(7)で接合して、アーム主材(2)とこれに対応して設けられる吊材(4)と鋼板(1)とで構成されるユニットを対称形に二体用意し、二体のユニットの鋼板(1)のメインボルト用孔を重ねて、一本のメインボルト(5)で接合し、前記メインボルト(5)を支点として、二体のユニットの成す角度を塔体幅に合わせて調整すると共に、前記吊材用ボルト(7)を支点として、吊材(4)の取り付け角度をパネル高さに合わせて調整して、二体のユニットのアーム主材(2)と吊材(4)の後端部が鉄塔に取り付けられること、を特徴とする送電鉄塔用簡易アーム。In the simple arm attached to the power transmission tower, the ends of the pair of arm main members (2) and (2) are joined to the corresponding steel plates (1) and (1), and coincide with the axial extension of each arm main member (2). Bolt holes into which main bolts (5) that enable both the steel plates to be opened and closed are provided at arbitrary positions of the steel plates (1) to be opened, and longitudinal ribs (3) are provided on the steel plates (1). ) Welded in the longitudinal direction and joined the end of each suspension member (4) to each rib (3) with one suspension member bolt (7), corresponding to the arm main material (2) and this Two units composed of the suspension member (4) and the steel plate (1) provided in a symmetrical manner are prepared, and the main bolt holes of the steel plate (1) of the two units are overlapped, Join with the main bolt (5) and use the main bolt (5) as a fulcrum to set the angle between the two units to the tower width. And adjusting the mounting angle of the suspension material (4) according to the panel height, using the suspension material bolt (7) as a fulcrum, and the two main unit arm (2) and suspension A simple arm for a power transmission tower, characterized in that the rear end of the material (4) is attached to the steel tower.
JP2001152165A 2001-05-22 2001-05-22 Simple arm for transmission tower Expired - Fee Related JP4521593B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001152165A JP4521593B2 (en) 2001-05-22 2001-05-22 Simple arm for transmission tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001152165A JP4521593B2 (en) 2001-05-22 2001-05-22 Simple arm for transmission tower

Publications (2)

Publication Number Publication Date
JP2002354643A JP2002354643A (en) 2002-12-06
JP4521593B2 true JP4521593B2 (en) 2010-08-11

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105048384A (en) * 2015-07-22 2015-11-11 国家电网公司 Single and double mounting point device for cross arm of steel pipe pole
CN105743015A (en) * 2016-03-30 2016-07-06 国网山东省电力公司菏泽供电公司 Cross arm wire support for power construction

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6449081U (en) * 1987-09-22 1989-03-27
JPH06335144A (en) * 1993-05-21 1994-12-02 Tomoe Corp Crossarm of transmission pole

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6449081U (en) * 1987-09-22 1989-03-27
JPH06335144A (en) * 1993-05-21 1994-12-02 Tomoe Corp Crossarm of transmission pole

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