JP2012130105A - Cotter structure of wedge anchor clamp - Google Patents

Cotter structure of wedge anchor clamp Download PDF

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JP2012130105A
JP2012130105A JP2010277225A JP2010277225A JP2012130105A JP 2012130105 A JP2012130105 A JP 2012130105A JP 2010277225 A JP2010277225 A JP 2010277225A JP 2010277225 A JP2010277225 A JP 2010277225A JP 2012130105 A JP2012130105 A JP 2012130105A
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cotter
bolt
hole
bolt hole
wedge
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JP5645119B2 (en
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Fumiyoshi Hashimoto
文由 橋本
Eiji Nishida
英司 西田
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Asahi Electric Works Ltd
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Asahi Electric Works Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a cotter structure of wedge anchor clamp capable of obtaining accurate wiring sag with enhanced workability.SOLUTION: A cotter structure of wedge anchor clamp includes: a wedge anchoring clamp main body 10: a coupling plate 12; a cotter member 20; a cable-tensioning link 80; a guide bolt 30; a fixed bolt 40; a cotter bolt 50; a cotter nut 52; and a self-lock pin. A first coupling plate 12-1 includes a guide bolt hole 12c and a cotter bolt hole 12a, while a second coupling plate 12-2 includes a guide bolt hole and a cotter bolt hole similarly, and a fixed bolt hole 20b therebetween. A cotter member 20 includes: a guide bolt screw hole 20c at the position of the guide bolt hole 12c; a fixed bolt screw hole 20b at the position of the fixed bolt hole 12b; a cotter bolt hole 20a at the position of the cotter bolt hole 12a therebetween; and an insulator anchoring hole 20e.

Description

本発明は、架空送電線を鉄塔へ牽引するための楔型引留クランプに係り、詳しくは、作業性が良く、正確な架線弛度が得られる楔型引留クランプのコッター構造に関する。   The present invention relates to a wedge-type retention clamp for pulling an overhead power transmission line to a steel tower, and more particularly to a cotter structure for a wedge-type retention clamp that has good workability and provides an accurate overhead wire sag.

従来、楔型引留クランプは、架空送電線の緊線作業時に一対のC形断面対向片を蝶番結合させて開閉するクランプ本体の内部に架空送電線を抱持させ、クランプ本体とこれに抱持された架空送電線との上下の隙間に一対の楔を圧入させて両者を固定し、このクランプ本体の両側部に各々回転自在に支持された一対の連結板を設け、この連結板を鉄塔などの支持物に係止した碍子に連結させて支持物に架空送電線を引留める構造がよく知られている(例えば、下記の特許文献1及び2参照)。   Conventionally, a wedge-type retention clamp has an overhead power transmission line held inside a clamp body that opens and closes with a pair of C-shaped cross-section facing pieces hinged when the overhead power transmission line is tightened. A pair of wedges are press-fitted into the upper and lower gaps between the overhead power transmission line and fixed to each other, and a pair of connecting plates that are rotatably supported on both sides of the clamp body are provided. A structure in which an overhead power transmission line is fastened to a support by connecting to an insulator locked to the support is well known (for example, see Patent Documents 1 and 2 below).

前述した構造による従来の楔型引留クランプの実施形態を、図4および図5を参照して説明する。図4は、従来の楔型引留クランプの実施形態を示す外観斜視図である。また、図5は、図4に示した楔型引留クランプを用いて架空送電線を支持物に引留める途中の状態を示す図である。   A conventional wedge-type retaining clamp having the above-described structure will be described with reference to FIGS. 4 and 5. FIG. FIG. 4 is an external perspective view showing an embodiment of a conventional wedge-type retention clamp. Moreover, FIG. 5 is a figure which shows the state in the middle of retaining an overhead power transmission line to a support using the wedge type | mold retention clamp shown in FIG.

図4に示すように、従来の楔型引留クランプの実施形態は、架空送電線1の緊線作業時に一対のC形断面対向片2aを蝶番2bにより結合させて開閉する内部に架空送電線1を抱持させるクランプ本体2と、このクランプ本体2とこれに抱持した架空送電線1との上下隙間に圧入させて両者を固定可能な一対の楔4と、クランプ本体2の蝶番を中心にした両側部に各々一端が回転自在に支持されて延在して他端が鉄塔などの支持物の碍子5(図5参照)に連結される一対の連結板3と、を備えている。   As shown in FIG. 4, in the embodiment of the conventional wedge-type retention clamp, the overhead power transmission line 1 is opened and closed by connecting a pair of C-shaped cross-section facing pieces 2a with a hinge 2b when the overhead power transmission line 1 is tightened. A pair of wedges 4 that can be press-fitted into a vertical gap between the clamp body 2 and the overhead power transmission line 1 held by the clamp body 2 and the hinge of the clamp body 2. And a pair of connecting plates 3 each having one end rotatably supported on both sides and extending to the other end of the support 5 such as a steel tower (see FIG. 5).

このような、従来の楔型引留クランプを用いて支持物に架空送電線1を引留めるための取付け方法は、まず、図5に示すように、支持物(図示せず)から延在する碍子5の遊端に緊線工具6の一端側を連結し、この緊線工具6の他端側に架空送電線1を把持させて碍子5側まで引っ張ることで、当該架空送電線1に一定の弦度を持たせる。これによりクランプ本体2を架空送電線1に取付け可能な状態になる。   As shown in FIG. 5, first, an insulator extending from a support (not shown) is used to attach the overhead power transmission line 1 to the support using such a conventional wedge-type retention clamp. 5 is connected to one end side of the stringing tool 6, and the other end side of the stringing tool 6 is gripped by the overhead power transmission line 1 and pulled to the insulator 5 side. Give stringiness. As a result, the clamp body 2 can be attached to the overhead power transmission line 1.

この際、緊線工具6は、図5に示したように、碍子5側に引っ張る架空送電線1を把持するカマロング6cと、このカマロング6cに連結して引き寄せる緊線ワイヤ6aと、この緊線ワイヤ6aを支える金車6bとからなり、当該金車6bの一端側を前述した碍子5に連結している。この緊線工具6は、従来よく知られた周知の構造(例えば、特許文献2の図6参照)である。   At this time, as shown in FIG. 5, the stringing tool 6 includes a kamalong 6c that grips the overhead power transmission line 1 that is pulled toward the insulator 5, a stringing wire 6a that is connected to the kamalong 6c and draws it, and this stringing It consists of a gold wheel 6b that supports the wire 6a, and one end side of the gold wheel 6b is connected to the aforementioned insulator 5. The wire tying tool 6 has a well-known structure well known in the art (for example, see FIG. 6 of Patent Document 2).

そして、緊線工具6により架空送電線1を引っ張って所望の弦度に維持し、図5に示したカマロング6c(把持点)から後方に延在する引張力を受けていない架空送電線1に、一対の楔(2枚楔)4を装着した後、図5の点線で示したクランプ本体2の位置まで楔4を押し込んで取付ける。最後に、クランプ本体2の一対の連結板3の遊端を、碍子5の端部に取付けて、緊線ワイヤ6a、金車6b、カマロング6cの緊線工具6を各々取り外すことで、楔型引留クランプによって碍子5を介して支持物に架空送電線1を引留めることができる。   Then, the overhead power transmission line 1 is pulled and maintained at a desired stringiness by the tight line tool 6, and the overhead power transmission line 1 not receiving the tensile force extending backward from the kamalong 6 c (grip point) shown in FIG. After the pair of wedges (two wedges) 4 are mounted, the wedge 4 is pushed in and attached to the position of the clamp body 2 indicated by the dotted line in FIG. Finally, the free ends of the pair of connecting plates 3 of the clamp body 2 are attached to the end portions of the insulator 5, and the tight wire 6a, the gold wheel 6b, and the tight tool 6 of the kamalong 6c are respectively removed, thereby forming a wedge shape. The overhead power transmission line 1 can be retained on the support through the insulator 5 by the retaining clamp.

特開2000−261941号公報JP 2000-261194 A 特開平6−335145号公報JP-A-6-335145

しかしながら、従来の楔型引留クランプは、図5に示したように、緊線工具6のカマロング6cから緊線ワイヤ6aを介して碍子5に連結させた緊線状態の架空送電線1にクランプ本体2を取付けるのではなく、カマロング6cの後方の引張力を受けていない架空送電線1に楔4を装着して、そこにクランプ本体2を単体で取付けるため、緊線工具6を外した場合に、クランプ本体2に楔4(アルミ材)が圧入される度合が予測できず、架空送電線1が所望の弦度にならず、電線位置のばらつき、弦度のばらつきが発生してしまうという不具合があった。   However, as shown in FIG. 5, the conventional wedge-type retention clamp has a clamp body connected to the overhead transmission line 1 in the tightly connected state connected to the insulator 5 via the tight wire 6a from the kamalong 6c of the tight tool 6. When the wedge tool 4 is attached to the overhead power transmission line 1 that is not subjected to the tensile force behind the kamalong 6c, and the clamp body 2 is attached alone, so that the tightening tool 6 is removed. The degree to which the wedge 4 (aluminum material) is press-fitted into the clamp body 2 cannot be predicted, and the overhead power transmission line 1 does not have the desired stringiness, resulting in variations in the positions of the wires and strings. was there.

このような弦度のばらつきが発生した場合、鉄塔などの支持物の高所で作業員が、クランプ本体2に圧入された楔4を再度抜き取って、再び最初から緊線工具6を取付けて楔型引留クランプの取付け作業を行う必要があるため、取付け作業が完了するまで時間がかかるという不具合があった。   When such a variation in stringiness occurs, an operator at a height of a support such as a steel tower removes the wedge 4 press-fitted into the clamp body 2 again, and attaches the stringing tool 6 from the beginning again. There is a problem that it takes time to complete the mounting work because it is necessary to perform the mounting work of the die retaining clamp.

本発明は上記の点に鑑みなされたもので、その目的は、作業性が良く、正確な架線弛度が得られる楔型引留クランプのコッター構造を提供することにある。   The present invention has been made in view of the above points, and an object of the present invention is to provide a cotter structure of a wedge-type retaining clamp that has good workability and can obtain an accurate overhead wire slackness.

本発明の楔型引留クランプのコッター構造は、架空送電線を鉄塔へ牽引するための楔型引留クランプのコッター構造であって、楔型引留クランプは、楔型引留クランプ本体と、第1及び第2連結板と、コッター部材と、緊線リンクと、ガイドボルトと、固定ボルトと、コッターボルトと、コッターナットと、セルフロックピンとを有し、第1連結板は、ガイドボルト穴とコッターボルト穴とを有し、第2連結板は、同様のガイドボルト穴とコッターボルト穴と、ガイドボルト穴とコッターボルト穴との間に固定ボルト穴とを有し、コッター部材は、ガイドボルト穴の位置にガイドボルトネジ穴と、固定ボルト穴の位置に固定ボルトネジ穴と、コッターボルト穴の位置に同様のコッターボルト穴と、碍子引留め穴とを有し、第1連結板のガイドボルト穴にガイドボルトが挿入され、且つコッター部材のガイドボルトネジ穴に捩じ込まれて、第1連結板にコッター部材が固定され、第2連結板の固定ボルト穴に固定ボルトが挿入され、且つコッター部材の固定ボルトネジ穴に捩じ込まれることにより、第2連結板のガイドボルト穴がガイドボルトの先端のテーパー部に誘導されて、所定に位置決めされたガイドボルトと位置合わせされて固定され、第1、第2連結板とコッター部材とのコッターボルト穴に、コッターボルトが挿入され、コッターナットがコッターボルトに取付けられ、且つコッターボルトにセルフロックピンが取付けられて形成されることを特徴とする。   A cotter structure for a wedge-type retention clamp according to the present invention is a cotter structure for a wedge-type retention clamp for pulling an overhead power transmission line to a steel tower. The wedge-type retention clamp includes a wedge-type retention clamp body, first and first 2 linking plates, cotter members, tight links, guide bolts, fixing bolts, cotter bolts, cotter nuts, and self-locking pins. The first linking plate has guide bolt holes and cotter bolt holes. The second connecting plate has a similar guide bolt hole and cotter bolt hole, and a fixing bolt hole between the guide bolt hole and the cotter bolt hole, and the cotter member has a position of the guide bolt hole. A guide bolt screw hole, a fixing bolt screw hole at the position of the fixing bolt hole, a similar cotter bolt hole at the position of the cotter bolt hole, and an insulator retaining hole, and a guide for the first connecting plate A guide bolt is inserted into the bolt hole and screwed into a guide bolt screw hole of the cotter member, the cotter member is fixed to the first connecting plate, a fixing bolt is inserted into the fixing bolt hole of the second connecting plate, and By being screwed into the fixing bolt screw hole of the cotter member, the guide bolt hole of the second connecting plate is guided to the tapered portion at the tip of the guide bolt, and is aligned and fixed with the guide bolt positioned in a predetermined manner. A cotter bolt is inserted into a cotter bolt hole between the first and second connecting plates and the cotter member, a cotter nut is attached to the cotter bolt, and a self-locking pin is attached to the cotter bolt. To do.

本発明によれば、作業性が良く、正確な架線弛度が得られる楔型引留クランプのコッター構造を提供することができる。   According to the present invention, it is possible to provide a cotter structure of a wedge-type retention clamp that has good workability and can obtain an accurate overhead wire sag.

本発明によるコッター構造を具備する楔型引留クランプの構成図。The block diagram of the wedge type | mold retention clamp which comprises the cotter structure by this invention. 本発明による楔型引留クランプのコッター構造図。The cotter structure figure of the wedge type | mold retention clamp by this invention. 本発明によるコッター構造の施工図。The construction drawing of the cotter structure by this invention. 従来の楔型引留クランプの実施形態の外観斜視図。The external appearance perspective view of the embodiment of the conventional wedge type retention clamp. 従来の楔型引留クランプの引留め施工図。Fig. 6 is a drawing for retaining a conventional wedge-type retention clamp.

図1は、本発明によるコッター構造を具備する楔型引留クランプの構成図である。図1において、本発明によるコッター構造を具備する楔型引留クランプ100は、図4に示した従来技術と同様に、架空送電線1(図5参照)の緊線作業時に一対のC形断面対向片10aを蝶番10b結合させて開閉する内部に架空送電線1を抱持させるクランプ本体10と、このクランプ本体10とこれに抱持した架空送電線1との上下の隙間に圧入させて両者を固定可能な一対の楔4と、クランプ本体10の蝶番10bを中心にした両側部に各々一端が回転自在に支持されて延在して他端が鉄塔などの支持物の碍子5に係止される一対の連結板12と、を備えている。   FIG. 1 is a configuration diagram of a wedge-type retention clamp having a cotter structure according to the present invention. In FIG. 1, a wedge-type retention clamp 100 having a cotter structure according to the present invention has a pair of C-shaped cross-sections facing each other when the overhead power transmission line 1 (see FIG. 5) is tightened, as in the prior art shown in FIG. The clamp body 10 that holds the overhead power transmission line 1 inside the hinge 10b that is connected to the hinge 10b, and the upper and lower gaps between the clamp body 10 and the overhead power transmission line 1 held by the clamp body 10 are press-fitted to both. A pair of wedges 4 that can be fixed and both ends of the clamp body 10 centered on the hinge 10b are rotatably supported at one end, and the other end is locked to an insulator 5 such as a steel tower. A pair of connecting plates 12.

また、楔型引留クランプ100は、図4に示した従来技術と異なり、支持物の碍子5(図5参照)へ係止される碍子引留め穴20eと、ガイドボルト30により一方の連結板12−1へ固定するガイドボルトネジ穴20cと、固定ボルト40により他方の連結板12−2のガイドボルト穴12cをガイドボルト30の先端のテーパー部へ誘導するための固定ボルトネジ穴20bと、コッターボルト50を貫通させてコッターナット52をセルフロックピン(図示せず)により固定するコッターボルト穴20aと、を具備するコッター部材20を有している。また、碍子5へ係止させる連結板12方向と反対方向のクランプ本体10の先端側面に取付けられて架空送電線1を引っ張る緊線工具6のカマロング6c(図5参照)に連結させて碍子5と架空送電線1との間にクランプ本体10を取付けるための緊線リンク80を有している。   Also, unlike the prior art shown in FIG. 4, the wedge-type retention clamp 100 is provided with one connecting plate 12 by means of a lever retaining hole 20 e that is locked to a lever 5 of a support (see FIG. 5) and a guide bolt 30. Guide bolt screw hole 20c fixed to -1, a fixing bolt screw hole 20b for guiding the guide bolt hole 12c of the other connecting plate 12-2 to the tapered portion of the guide bolt 30 by the fixing bolt 40, and a cotter bolt 50 And a cotter bolt hole 20a for fixing the cotter nut 52 with a self-locking pin (not shown). Further, the lever 5 is connected to a kamalong 6c (refer to FIG. 5) of a tightening tool 6 that is attached to the tip side surface of the clamp body 10 in a direction opposite to the direction of the connecting plate 12 to be locked to the lever 5, and pulls the overhead power transmission line 1. And a tight link 80 for attaching the clamp body 10 between the power transmission line 1 and the overhead power transmission line 1.

即ち、本発明は、図4に示した従来の楔型引留クランプに対し、連結板12側の一端にコッター部材20を有し、他端のクランプ本体10の先端側部に緊線リンク80を有することで、支持物の碍子5にコッター部材20を、架空送電線1を引っ張る緊線工具6に緊線リンク80を各々取付け、クランプ本体10を一定の緊線状態に支持することを可能にした構造である。   That is, the present invention has a cotter member 20 at one end on the side of the connecting plate 12 and a tight link 80 at the tip side of the clamp body 10 at the other end with respect to the conventional wedge-type tension clamp shown in FIG. By having it, the cotter member 20 is attached to the insulator 5 of the support, and the tight link 80 is attached to the tight tool 6 for pulling the overhead power transmission line 1 so that the clamp body 10 can be supported in a constant tight state. This is the structure.

ここで、クランプ本体10は、左右縦割りされた一対のC形断面対向片10aを対向させ、この一対のC形断面対向片10aが接する上辺部または下辺部のいずれか一辺に支持軸(図示せず)を通して軸支させる蝶番10bを設けることにより開閉自在に構成されている。このクランプ本体10は、一対の開閉するC形断面対向片10aを重ね合わせた状態に開けて、この内部の中空部に架空送電線1を挿通させて再び閉じ、当該架空送電線1の上下から一対の楔4を挟持(図4参照)させて押し込むことで、架空送電線1を固定している。また、クランプ本体10は、蝶番10bによって開閉する外側両面に、揺動可能にボルト(図示せず)止めなどで軸支された一対の連結板12を備えている。   Here, the clamp body 10 has a pair of C-shaped cross-section facing pieces 10a that are vertically divided so as to face each other, and a support shaft (shown in FIG. 1) on either the upper side or the lower side that the pair of C-shaped cross-section facing pieces 10a touch. It is configured to be openable and closable by providing a hinge 10b that is pivotally supported through (not shown). The clamp body 10 is opened in a state where a pair of opening and closing C-shaped cross-section facing pieces 10a are overlapped, and the overhead power transmission line 1 is inserted into the hollow portion of the clamp body 10 to be closed again. The overhead power transmission line 1 is fixed by sandwiching and pushing the pair of wedges 4 (see FIG. 4). The clamp body 10 includes a pair of connecting plates 12 that are pivotally supported by bolts (not shown) or the like so as to be swingable on both outer sides that are opened and closed by a hinge 10b.

この一対の連結板12は、クランプ本体10の外側両面に一端が軸支されて、この両側面から平行に延在した他端が、お互い重なるように屈曲されてコッターボルト50が貫通するコッターボルト穴12aを有している。また、一対の連結板12は、図4に示した従来技術と異なり、テーパー部35を具備するガイドボルト30が貫通するガイドボルト穴12cとコッターボルトが貫通するコッターボルト穴12aを有し、連結板12−2は、固定ボルトが貫通する固定ボルト穴12bを有している。   One end of each of the pair of connecting plates 12 is pivotally supported on both outer sides of the clamp body 10, and the other end extending in parallel from the both side surfaces is bent so as to overlap each other, and the cotter bolt 50 is penetrated by the cotter bolt 50. It has a hole 12a. Further, unlike the prior art shown in FIG. 4, the pair of connecting plates 12 has a guide bolt hole 12c through which the guide bolt 30 having the tapered portion 35 passes and a cotter bolt hole 12a through which the cotter bolt passes. The plate 12-2 has a fixing bolt hole 12b through which the fixing bolt passes.

図2は、本発明による楔型引留クランプのコッター構造図である。図2において、本願発明のコッター構造200のコッター部材20は、支持物の碍子5に連結されて引っ張られた際、テーパー部35を具備するガイドボルト30に引張力が加わり、これを介して一対の連結板12に均等に引張力が加わるよう、設けられたものである。このため、クランプ本体10が開かれて架空送電線1が通された後、クランプ本体10が開かれた側の連結板12−2のガイドボルト穴12cが固定ボルト40により誘導され、ガイドボルト30の所定の位置に到達してクランプ本体10が閉じられ、連結板12−2が固定ボルト40によりコッター部材20に固定されることにより、コッター構造を形成する構成となっている。   FIG. 2 is a cotter structure diagram of a wedge type retention clamp according to the present invention. In FIG. 2, when the cotter member 20 of the cotter structure 200 of the present invention is connected to the insulator 5 of the support and pulled, a tensile force is applied to the guide bolt 30 having the tapered portion 35, and a pair of the cotter member 20 is interposed therebetween. The connecting plate 12 is provided so that a tensile force is evenly applied thereto. For this reason, after the clamp body 10 is opened and the overhead power transmission line 1 is passed, the guide bolt hole 12c of the connecting plate 12-2 on the side where the clamp body 10 is opened is guided by the fixing bolt 40, and the guide bolt 30 The clamp body 10 is closed by reaching the predetermined position, and the connecting plate 12-2 is fixed to the cotter member 20 by the fixing bolt 40, thereby forming a cotter structure.

このテーパー部35を具備するガイドボルト30は、連結板12とコッター部材20とを重ね合わせてズレないように位置決めする役割をする。即ち、ガイドボルト30により、例えば、連結板12−1とコッター部材20とを固定することで、コッター部材20が碍子5に引っ張られても連結板12−2側は自由に開放可能であり、図1に示すクランプ本体10を開閉して内部に架空送電線1を挿通させた後、連結板12−2は固定ボルト40により位置決めされてコッター部材20に固定され、連結板12は均等に碍子5に引っ張られる構造になっている。つぎに、コッター構造の形成について詳しく説明する。   The guide bolt 30 provided with the taper portion 35 serves to position the connecting plate 12 and the cotter member 20 so as not to be displaced. That is, for example, by fixing the connecting plate 12-1 and the cotter member 20 with the guide bolt 30, the connecting plate 12-2 side can be freely opened even if the cotter member 20 is pulled by the insulator 5. After opening and closing the clamp body 10 shown in FIG. 1 and inserting the overhead power transmission line 1 into the interior, the connecting plate 12-2 is positioned by the fixing bolt 40 and fixed to the cotter member 20, and the connecting plate 12 is equally insulator. The structure is pulled by 5. Next, the formation of the cotter structure will be described in detail.

図3は、本発明によるコッター構造の施工図である。図3における本願発明のコッター構造200を具備する図1に示す楔型引留クランプ100を用いて、鉄塔などの支持物の碍子5に架空送電線1を引留めるための施工方法を、図5を参照して具体的に説明する。まず、図1に示した楔型引留クランプ100を組み立てた状態で、クランプ本体10の連結板12−1にガイドボルト30により固定されたコッター部材20の碍子留め穴20eに、図5に示す碍子5を取付ける。その後、クランプ本体10の緊線リンク80の金車引留め穴80b(図1参照)に、図5に示した架空送電線1を把持して引っ張る緊線工具6の金車6bを連結させることで、支持物2と架空送電線1との間に一定の緊線状態を保った状態でクランプ本体10が介在するように取付けられる。   FIG. 3 is a construction diagram of the cotter structure according to the present invention. A construction method for retaining the overhead power transmission line 1 to the insulator 5 of a support such as a steel tower using the wedge-type retention clamp 100 shown in FIG. 1 having the cotter structure 200 of the present invention in FIG. A specific description will be given with reference to FIG. First, in the state in which the wedge-type retaining clamp 100 shown in FIG. 1 is assembled, the insulator shown in FIG. 5 is inserted into the insulator retaining hole 20e of the cotter member 20 fixed to the connecting plate 12-1 of the clamp body 10 by the guide bolt 30. 5 is installed. After that, the money wheel 6b of the wire tightening tool 6 that holds and pulls the overhead power transmission line 1 shown in FIG. 5 is connected to the money wheel retaining hole 80b (see FIG. 1) of the wire link 80 of the clamp body 10. Thus, the clamp body 10 is attached so as to be in a state of maintaining a constant tight connection state between the support 2 and the overhead power transmission line 1.

このように、楔型引留クランプ100は、碍子5と、架空送電線1を引っ張る緊線工具6との間で、引っ張られた状態に装着されるため、図5に示した従来技術のようにクランプ本体2を単体で架空送電線1に装着することなく、一定の緊線状態を保った状態で、楔4に把持された架空送電線1をクランプ本体10内に挿入することができる。すなわち、固定されていない連結板12−2側のクランプ本体10が蝶番10bを中心に開けられて、内部に緊線工具6で引っ張った架空送電線1を挿通させ、再び閉じられることにより、架空送電線1の挿入を行うことができる。   In this way, the wedge-type retention clamp 100 is mounted in a pulled state between the insulator 5 and the tightening tool 6 that pulls the overhead power transmission line 1, so that the conventional technique shown in FIG. 5 is used. The overhead power transmission line 1 held by the wedge 4 can be inserted into the clamp body 10 in a state in which a constant tight line state is maintained without attaching the clamp body 2 alone to the overhead power transmission line 1. That is, the clamp body 10 on the side of the connecting plate 12-2 which is not fixed is opened around the hinge 10b, and the overhead power transmission line 1 pulled by the wire tightening tool 6 is inserted into the clamp body 10 and closed again. The power transmission line 1 can be inserted.

この閉じる工程において、固定されていない連結板12−2と、緊線状態が保たれた連結板12−1との穴の位置は、互いにズレを生じている。このため、固定ボルト40を連結板12−2の固定ボルト穴12bに貫通させ、且つコッター部材20の固定ボルトネジ穴20に捩じ込んでいく。このとき、連結板12−2のガイドボルト穴12cは、ガイドボルト30の先端のテーパー部35に誘導され、最終的に所定に位置決めされたガイドボルト30と正確に位置合わせされた状態で、固定ボルト40により固定される。その後、コッターボルト50がコッターボルト穴12aに挿入され、コッターナット52がコッターボルト50に取付けられ、セルフロックピン穴51にセルフロックピンが挿入されて、クランプ本体10が完全に閉じられる。コッターボルト50が併用されることで、より安全に架空送電線1を架空できる。   In this closing step, the positions of the holes of the connection plate 12-2 that is not fixed and the connection plate 12-1 that is kept in a tight line state are displaced from each other. For this reason, the fixing bolt 40 is passed through the fixing bolt hole 12b of the connecting plate 12-2 and is screwed into the fixing bolt screw hole 20 of the cotter member 20. At this time, the guide bolt hole 12c of the connecting plate 12-2 is guided to the taper portion 35 at the tip of the guide bolt 30, and is fixed in a state where it is accurately aligned with the guide bolt 30 that is finally positioned at a predetermined position. It is fixed with bolts 40. Thereafter, the cotter bolt 50 is inserted into the cotter bolt hole 12a, the cotter nut 52 is attached to the cotter bolt 50, the self-locking pin is inserted into the self-locking pin hole 51, and the clamp body 10 is completely closed. By using the cotter bolt 50 together, the overhead power transmission line 1 can be suspended more safely.

このように架空送電線1がクランプ本体10内に挿通されると、緊線ワイヤ6aを引っ張って、架空送電線1が所望の弦度に維持されているかを確認し、楔5の取付け位置を示す印を付ける。その後、架空送電線1を引っ張って楔5の取付け位置に楔4を装着し、再び架空送電線1を緩めて、楔4をクランプ本体10に差し込むことで架空送電線1を完全に固定できる。   When the overhead power transmission line 1 is inserted into the clamp body 10 in this manner, the tight wire 6a is pulled to check whether the overhead power transmission line 1 is maintained at a desired stringiness, and the mounting position of the wedge 5 is determined. Mark to indicate. Thereafter, the overhead power transmission line 1 can be completely fixed by pulling the overhead power transmission line 1 to attach the wedge 4 to the mounting position of the wedge 5, loosen the overhead power transmission line 1 again, and insert the wedge 4 into the clamp body 10.

すなわち、クランプ本体10内に楔20を押し込むことにより、架空送電線1はクランプ本体10に装着された状態になり、このとき取付け位置を示す印により、架空送電線1は所望の弦度に装着されており、且つ架空送電線1位置のばらつき及び弦度のバラツキが確実に防止される。また、この施工方法は、鉄塔などの高い支持物に登って作業員により行われる作業であり、予めクランプ本体10が一定の緊線状態を保った状態で作業できることにより、図5に示した従来技術と比べて作業性が格段に向上することが分かる。   That is, by pushing the wedge 20 into the clamp body 10, the overhead power transmission line 1 is attached to the clamp body 10. At this time, the overhead power transmission line 1 is attached to a desired stringiness by a mark indicating the mounting position. In addition, variations in the position of the overhead power transmission line 1 and variations in stringiness are reliably prevented. Further, this construction method is a work performed by an operator climbing on a high support such as a steel tower, and the work can be performed in a state where the clamp body 10 is kept in a certain tight line state in advance, so that the conventional method shown in FIG. It can be seen that workability is significantly improved compared to technology.

以上説明したように本発明によれば、作業性が良く、正確な架線弛度が得られ、且つ架空送電線1位置のバラツキ及び弦度のバラツキか防止される楔型引留クランプのコッター構造を提供することができる。   As described above, according to the present invention, there is provided a cotter structure for a wedge-type retention clamp that has good workability, provides an accurate overhead wire slackness, and prevents variations in the position of the overhead power transmission line 1 and stringiness. Can be provided.

1 架空電線
4 楔
5 碍子
6 緊線工具
6a 緊線ワイヤ
6b 金車
6c カマロング
10 クランプ本体
10a 断面対向片
10b 蝶番
12−1.2 連結板
12a コッターボルト穴
12b 固定ボルト穴
12c ガイドボルト穴
20 コッター部材
20a コッターボルト穴
20b 固定ボルトネジ穴
20c ガイドボルトネジ穴
20e 碍子引留め穴
30 ガイドボルト
35 テーパー部
40 固定ボルト
50 コッターボルト
51 セルフロックピン穴
52 コッターナット
80 緊線リンク
80a 緊線リンク取付け穴
80b 金車引留め穴
100 本発明によるコッター構造を具備する楔型引留クランプ
200 本発明によるコッター構造
DESCRIPTION OF SYMBOLS 1 Overhead electric wire 4 Wedge 5 Insulator 6 Tightening tool 6a Tightening wire 6b Metal wheel 6c Camalong 10 Clamp body 10a Cross-section opposing piece 10b Hinge 12-1.2 Connecting plate 12a Cotter bolt hole 12b Fixing bolt hole 12c Guide bolt hole 20 Cotter Member 20a Cotter bolt hole 20b Fixing bolt screw hole 20c Guide bolt screw hole 20e Insulator retaining hole 30 Guide bolt 35 Taper part 40 Fixing bolt 50 Cotter bolt 51 Self-locking pin hole 52 Cotter nut 80 Tight link 80a Tight link link mounting hole 80b Gold Vehicle retaining hole 100 Wedge-type retention clamp having the cotter structure according to the present invention 200 The cotter structure according to the present invention

Claims (1)

架空送電線を鉄塔へ牽引するための楔型引留クランプのコッター構造であって、
前記楔型引留クランプは、楔型引留クランプ本体と、第1及び第2連結板と、コッター部材と、緊線リンクと、ガイドボルトと、固定ボルトと、コッターボルトと、コッターナットと、セルフロックピンとを有し、
前記第1連結板は、ガイドボルト穴とコッターボルト穴とを有し、
前記第2連結板は、同様のガイドボルト穴とコッターボルト穴と、前記ガイドボルト穴と前記コッターボルト穴との間に固定ボルト穴とを有し、
前記コッター部材は、前記ガイドボルト穴の位置にガイドボルトネジ穴と、前記固定ボルト穴の位置に固定ボルトネジ穴と、前記コッターボルト穴の位置に同様のコッターボルト穴と、碍子引留め穴とを有し、
前記第1連結板の前記ガイドボルト穴に前記ガイドボルトが挿入され、且つ前記コッター部材の前記ガイドボルトネジ穴に捩じ込まれて、前記第1連結板に前記コッター部材が固定され、
前記第2連結板の前記固定ボルト穴に前記固定ボルトが挿入され、且つ前記コッター部材の前記固定ボルトネジ穴に捩じ込まれることにより、前記第2連結板の前記ガイドボルト穴が前記ガイドボルトの先端のテーパー部に誘導されて、所定に位置決めされたガイドボルトと位置合わせされて固定され、
前記第1、第2連結板と前記コッター部材との前記コッターボルト穴に、前記コッターボルトが挿入され、前記コッターナットが前記コッターボルトに取付けられ、且つ前記コッターボルトにセルフロックピンが取付けられて形成されることを特徴とする楔型引留クランプのコッター構造。
A cotter structure of a wedge type retention clamp for towing an overhead power transmission line to a steel tower,
The wedge-type retention clamp includes a wedge-type retention clamp body, first and second connecting plates, a cotter member, a tight link, a guide bolt, a fixing bolt, a cotter bolt, a cotter nut, and a self-lock. With pins,
The first connecting plate has a guide bolt hole and a cotter bolt hole,
The second connecting plate has a similar guide bolt hole and cotter bolt hole, and a fixing bolt hole between the guide bolt hole and the cotter bolt hole,
The cotter member has a guide bolt screw hole at the position of the guide bolt hole, a fixing bolt screw hole at the position of the fixing bolt hole, a similar cotter bolt hole at the position of the cotter bolt hole, and an insulator retaining hole. And
The guide bolt is inserted into the guide bolt hole of the first connecting plate and screwed into the guide bolt screw hole of the cotter member, and the cotter member is fixed to the first connecting plate,
When the fixing bolt is inserted into the fixing bolt hole of the second connecting plate and screwed into the fixing bolt screw hole of the cotter member, the guide bolt hole of the second connecting plate becomes the guide bolt hole. Guided to the tapered portion at the tip, aligned and fixed with a guide bolt positioned in a predetermined manner,
The cotter bolt is inserted into the cotter bolt hole of the first and second connecting plates and the cotter member, the cotter nut is attached to the cotter bolt, and a self-locking pin is attached to the cotter bolt. A wedge-type retention clamp cotter structure characterized by being formed.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106253184A (en) * 2016-08-26 2016-12-21 江苏苏源电气有限公司 A kind of wedge strain resistance cable clamp of band draw ring angle adjustment mechanism
CN108683145A (en) * 2018-07-27 2018-10-19 广州鑫源恒业电力线路器材股份有限公司 A kind of quick-installed wedge-shaped splicing fitting

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01122309A (en) * 1987-11-03 1989-05-15 Asahi Malleable Iron Co Ltd Wire tying method
JPH02159914A (en) * 1988-12-09 1990-06-20 Tokyo Electric Power Co Inc:The Forcible insertion of wedge for wedge type anchor clamp
JPH0380626U (en) * 1989-12-05 1991-08-19
JP2011254607A (en) * 2010-06-01 2011-12-15 Asahi Electric Works Ltd Wedge type anchor clamp and attaching method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01122309A (en) * 1987-11-03 1989-05-15 Asahi Malleable Iron Co Ltd Wire tying method
JPH02159914A (en) * 1988-12-09 1990-06-20 Tokyo Electric Power Co Inc:The Forcible insertion of wedge for wedge type anchor clamp
JPH0380626U (en) * 1989-12-05 1991-08-19
JP2011254607A (en) * 2010-06-01 2011-12-15 Asahi Electric Works Ltd Wedge type anchor clamp and attaching method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106253184A (en) * 2016-08-26 2016-12-21 江苏苏源电气有限公司 A kind of wedge strain resistance cable clamp of band draw ring angle adjustment mechanism
CN108683145A (en) * 2018-07-27 2018-10-19 广州鑫源恒业电力线路器材股份有限公司 A kind of quick-installed wedge-shaped splicing fitting

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