This invention relates to a mechanical fuse for an overhead telecommunications cable, and to a method of attaching a telecommunications cable to a support structure such as an electricity pole or pylon.
It is known to suspend optical fibre telecommunications cable 10 containing no metallic wires, such as All Dielectric Self Supporting (ADSS) cable or cable with semi-conducting jackets, between these support structures 7. For simplicity we shall hereafter refer to such cables as ADSS cables. Typically, the telecommunications cable 10 is mounted from the support structures 7, below the electrical power transmission lines 9. The telecommunications cable 10 is a self-supporting cable that therefore comprises high strength components to ensure that the cable 10 does not break when it is subject to large tensile loads.
Suspending the telecommunications cable 10 from the same towers and poles 7 as electric power transmission lines 9 allows the telecommunications cable 10 to be installed by utilising existing infrastructure. However, the low mounting of the telecommunications cable 10 can cause a problem when the cable 10 spans, for example, a road where vehicles or other machinery attempting to pass under the cable 10 may snag the cable. When the cable 10 is snagged in this fashion, the cable can be subjected to a tensile load much higher than the maximum working load i.e. the load due to the tension in the cable plus the maximum extra load due to worst case environmental conditions (e.g. due to wind). Since the telecommunications cable 10 is itself formed of high strength components, even the application of a large tensile load to the cable, via such a snagging event, will not cause the cable to snap. Instead, the tensile load is transferred through the cable 10 to the support structures 9. This in turn can lead to the breakage or collapse of the supports 9.
Because the cable 10 is typically attached to multiple supports 9, the transfer of the additional tensile load through the cable 10 can result in a ‘domino effect’ whereby multiple supports 9 in the vicinity of the breakage or collapse location are pulled down together.
The present invention seeks to address this problem.
According to a first aspect of the present invention, there is provided a mechanical fuse in accordance with claim 1.
The invention also extends to a mechanical fuse in accordance with claim 16.
A method of attaching a self-supporting telecommunications cable to a support is also provided, in accordance with claim 21.
Aspects of the invention thus provide for a device and method that preferentially result in breakage of the telecommunications cable, rather than the pulling down of the support(s), when the cable is placed under an excessive load, e.g. when snagged by a vehicle. A mechanical fuse is formed by a continuous length of ADSS cable, an anchor with a predetermined breaking strength, and a means for deforming or kinking the ADSS cable when an excessive load (such as a vehicle snagged upon the cable) is applied to the anchor so that the ADSS cable then is caused to break at a breaking region.
The ADSS cable may include a region of mechanical weakness to facilitate the preferential breaking of the cable. One optional way of achieving that is by removing an external cladding or armour of the ADSS cable over a part of the cable. In that case, in order to protect the region of mechanical weakness from the environment, a weatherproof housing may be provided inside of which the region of mechanical weakness is located.
The tension in the telecommunications cable may be supported by anchors. These may, in a most preferred embodiment, be attached to the overhead power line support(s) at a first end, and grip the telecommunications cable at the other second end thereof, adjacent to the support. In this manner, the tension in the (relatively long span of telecommunications cable) between adjacent overhead power line supports is carried by the anchors, so that, across a particular overhead power line support, only the weight of the (relatively short length of) telecommunications cable across the support, between the first and second anchors on that support, needs to be carried. Then, when the telecommunications cable between adjacent supports is snagged, the anchor may be specifically configured either to be broken, or to come away from the support. At this point, the tension in the span of the telecommunications cable between two adjacent supports (and also any force generated by the vehicle that has snagged the cable) will be brought to bear on the region of mechanical weakness, resulting, by design, in the cable breaking at that point, rather than the support.
In alternative embodiments, the anchors may be mounted between the housing and the cable (rather than between the support and the cable). In that case, the housing is preferably itself securely mounted to the support, so that the support indirectly takes the tension in the span of cable between adjacent supports, via the housing and anchors.
In still further embodiments, the anchors form a part of the housing itself. For example, a weatherproof feed through or gland for the telecommunications cable could also act as an anchor to take the tension in the cable span between adjacent supports, so that tension in the cable within the housing (i.e., between an “input side” feedthrough and an “output side” feedthrough) is relieved until an excess load is applied to the cable spanning between adjacent supports is applied. At that point, again, the feedthroughs, acting also as anchors, may be designed to break or release the cable there, resulting in the applied load (plus the tension in the cable span between adjacent supports) being transferred to the section of cable inside the housing, in which the region of mechanical weakness is formed, leading to breakage of the cable there, rather than damage to the support itself.
To assist with breakage of the cable, a pin, peg, knife edge or other severing assistance member may be provided. Preferably this is formed adjacent to the region of mechanical weakness. If a housing is present, for example, it may be formed within, and as a fixed part of, the housing. When the anchors break or release the telecommunication cable, as a result of the latter being snagged by a vehicle, at least some of the tension in the cable span between adjacent supports, plus at least some of the additional load due to the snagging, is transferred to the relatively short length of telecommunications cable that, ordinarily, is under a lower tension/load. This may cause that short length of cable to become, briefly, taughter, causing the region of mechanical weakness to urge against the peg, knife edge or the like, whereupon it may break or may be further weakened so much that it is easily torn apart by the load.
In accordance with another aspect of the invention, there is provided a mechanical fuse for an all dielectric self supporting (ADSS) telecommunications cable, comprising a continuous length of ADSS cable, the ADSS cable having a region of mechanical weakness formed therein; an anchor to support the continuous length of ADSS cable relative to a cable support, the anchor having a predetermined breaking strength; and a means for deforming or kinking the ADSS cable at the region of mechanical weakness, when a load in excess of the predetermined breaking strength of the anchor is applied thereto, so that the ADSS cable is caused to break at that region of mechanical weakness.
Still another aspect of the invention provides for a method of attaching an all dielectric self supporting (ADSS) telecommunications cable to a support, comprising: (a) attaching the ADSS cable to an anchor point directly or indirectly supported by the support, so as to support the tension in a first section of the ADSS cable, on a first side of the anchor point, the ADSS cable being attached to the anchor point via a frangible connection; and (b) forming a region of weakness in the ADSS cable, in a second section thereof, which is on a second side of the anchor point, the second section of the ADSS cable being at least partially relieved of tension; wherein application of a load in excess of a predetermined amount results in breakage of the frangible connection, so that the second section then comes under increased tension which results in breakage of the ADSS cable at the region of weakness.
Various other advantageous features of embodiments of the present invention will become apparent upon review of the following description and drawings, and also in the accompanying dependent claims.
In order that the invention can be more readily understood, reference will now be made, by way of example only, to the accompanying drawings in which:
As with the prior art, the ADSS cable is preferably mounted below the overhead power lines 9.
In the arrangement of
Inside the housing 18, the outer protective layers, shown generally by reference numeral 5 in
Also inside the housing 18 is provided a pin 17 which, preferably, has a sharp edge such as a knife edge. The pin is formed as part of, or attached to the body of, the housing 18 and is adjacent to the loop within the mechanically weaker length of ADSS cable inside the housing 18.
The tubes 2 are themselves protected within an inner sheath 4 and form the inner core of the ADSS cable 2.
Surrounding the inner core of the ADSS cable formed by the csm 1, the tubes 2 containing the fibre optic cables, and the outer sheath 4, is a first strength member 5 formed of aramid fibre yarn.
On top of the aramid fibre yarns is formed an outer sheath 6 which protects the ADSS cable from ultraviolet light and, where applicable, from damage due to leakage current, for example.
As show in
Turning now to
The dead-end connector 40 is positioned upon the ADSS cable 10 at a location where the ADSS cable can be connected to a support 7 with the loop 50 of the dead-end connector 40.
Referring now to
The ADSS cable 10 may be connected to the support 7 using either a fused coupling 15b or an unfused coupling 15a. The fused coupling 15b hooks or clips onto the loop 50 of the dead-end connector 40 at a first end, and is attached to the support 7 using a suitable connection. For example, in the case of a wooden pole, a hole may be drilled in the pole to accept an eye bolt or a hole may be drilled (or simply be present) in the metal cross arm. A shackle can then be fitted to secure the ADSS cable to the pole structure. The fused coupling 15b has a waisted portion. The unfused coupling 15a likewise connects at a first end to the loop 50 of the dead-end connector 40 and, at its other end, to the port 7 using a suitable arrangement as described above.
The waist in the fused coupling 15b results in an ultimate tensile strength thereof which is sufficient to support the maximum working tension of the ADSS cable 10 between adjacent supports 7, yet will break when a higher load, such as when an item of farm machinery snags the ADSS cable 10. The unfused coupling 15a, by contrast, has a higher ultimate tensile strength than the fused coupling 15b. The reasons for this will be explained below.
Having described the preferred arrangement of the mechanical fuse embodying the present invention, one suitable method of installation will now be described.
Typically, ADSS cable 10 is installed in situ across multiple supports 7 (often over many kilometres) as a single, continuous length of cable. The cable is typically carried on a drum and is drawn off that as the cable is deployed.
There are three types of support 7: a suspension pole, a section pole and an angle pole. A suspension pole simply holds up the conductors which therefore pass from side-to-side in a straight line. A section pole is also used in a straight line but it is designed to withstand a collapse of the line on one side. It therefore limits the ‘domino’ effect should there be a failure in either adjacent section. An angle pole is used where the line changes direction and, apart from the change in direction, resembles a section pole. Section poles are always used on either side of critical crossings e.g. road crossings, so a conductor breakage in either of the adjacent sections does not present a hazard to the crossing itself. In contrast, the present invention deals with a problem of a snagged ADSS cable (installed below the conductors) within the span over the critical crossing.
To return to the ADSS cable installation, and referring first to
It is known, for example at angle poles, to fit temporary clamps, called come-along clamps, which can be drawn towards the pole using a ratchet arrangement, to provide slack so the ADSS cable can follow the angle of the line without being subject to the sagging tension which might result in kinking. Such an arrangement can advantageously be employed in embodiments of the present invention as well. This is shown in
Once the come along clamps 210 have been positioned on the ADSS cable 10 and clamped in place, and the ratchets have been connected to the support 7, the dead end connectors 40 (
Coupling rings 230 are then also permanently affixed to the support 7, to hold the dead end connectors 40 via the unfused couplings 15a.
Once the coupling rings 230, dead end connectors 40 and couplings 15a have been affixed in place, the ratchets 220 can be operated to draw the come along clamps 210 towards the support 7. Once the couplings 15a are close enough to the coupling rings 230, they can be clipped or otherwise connected together. At this point, the span of the ADSS cable 10 between adjacent supports 7 is held under tension by the tension in the cable 10 suspended between those adjacent supports 7, with a connection to opposed sides of a given support 7. This is shown in
The method of installation shown in
In this case, the length of slack ADSS cable 10 hanging between the two couplings 15 is chosen to be longer than the short length of slack shown in
The slack cable 14 may be provided by using the come-along clamps as described above or it may also be provided by using an arrangement of three pulleys 60, 61 and 62 instead of the usual single pulley as shown in
The operation of the mechanical fuse will now be described. Under normal conditions, the tensile strength of the components in the mechanical fuse are such as to allow the ADSS cable 10 to be carried between the multiple supports without breaking. Such normal conditions will, of course, include periods of strong wind, snow and the like. Determination of an optimal tensile strength for the various components can be calculated or determined empirically so as to provide sufficient strength to avoid unwanted failure of the system, whilst ensuring preferential breaking of the cable when necessary as a consequence of an abnormally high load (i.e. a load that exceeds the maximum working tension) such as when the ADSS cable is snagged by an item of farm machinery or the like.
In that normal condition, then, the anchors 15 take the strain of the ADSS cable 10 as it spans between adjacent supports. On the other side of the anchors 15, however, on a particular support 7, the ADSS cable 10 is under a relatively lower tension since only the weight of the relatively short length of ADSS cable traversing a support is present.
It is this relatively lower tension in the loop of ADSS cable 14 between the anchors 15 on a particular support that allows the region of weakness 16 in the ADSS cable 10 to be formed, without the cable itself then breaking under normal loads. However, when an abnormal load is applied to the ADSS cable 10 firstly the fused coupling 15b is caused to break. At this point, the tension in the ADSS cable 10 across the span between the support 7 and its neighbour transfers to the loop of ADSS cable 14, along, of course, with any additional load applied by the vehicle or other source of abnormal load. This additional tension in the loop of ADSS cable 14 causes it to break at the region of mechanical weakness 16 in the ADSS cable. Severing of the ADSS cable 10 at the mechanical fuse 100 then results in the now two separated ends of the ADSS cable 10 falling to the ground without the support 7 or the overhead power lines 9 coming under excessive load.
The pin 17 acts to assist in the breaking of the ADSS cable at the region of weakness 16. As the tension in the ADSS cable spanning between adjacent supports 7 is transferred to the loop 14 of ADSS cable, it causes the region of weakness itself to tighten. This in turn urges the loop (
In this manner, then, a continuous length of ADSS cable can be installed across long distances without the need for splicing, but with an in-built mechanical fuse to protect against subsequent abnormal loads.
The mechanical fuse 500 of
The first eyelet 520 is mounted upon the first end wall 527 of the first housing portion 510a through the use of first and second spring loaded bolts 540a, 540b. Each spring loaded bolt passes through the flange 528 and the first end wall 527 of the first housing portion 510a such that the longitudinal axis of each spring loaded bolt 540a, 540b is parallel with the longitudinal axis of the shaft 524 of the first eyelet 520.
The springs that form a part of the spring loaded bolts 540a, 540b that mount the first eyelet 520 to the housing 510 are chosen so as to have known compressive characteristics. This allows the mechanical fuse to move from its “set” position (
Within the first portion 510a of the housing 510 is a pivotable arm 550. The pivotable arm 550 is mounted upon a central pivot 555 such as a screw or rivet. The arm 550 has a first end 560 which is biased by a spring 570 against the end of the shaft 524 of the first eyelet 520 which extends through the first end wall 527 of the first housing portion 510a of the housing 510. At a second, opposite end 580 of the pivotable arm 550 is a pawl 590.
A second eyelet 530 also comprises a ring 532 and a shaft 534. The shaft 534 extends from the ring 532 and through a second end wall 537 of the second housing portion 510b, the first and second end walls 527, 537 being at opposite ends of the housing 510. The shaft 534 of the second eyelet 530 extends generally along a common axis that also passes through the shaft 524 of the first eyelet 520. The shaft 534 also extends through a common wall 538 separating the first and second housing portions 510a, 510b as far as the second end 580 of the pivotable arm 550.
An end 536 of the shaft 534 of the second eyelet 530, distal from the ring 532 thereof, includes a detent 600 which cooperates with the pawl 590 of the pivotable arm 550. In that manner, in the set position of the mechanical fuse 500, there is a mechanical connection between the first and second eyelets 520, 530 that prevents them from moving apart from each other. Each shaft 524, 534 is, however, slidably moveable through the apertures in the walls of the first and second housing portions 510a, 510b (and the shaft 534 of the second eyelet 530 is also slideably moveable through the aperture in the common wall 538) when the pawl 590 of the arm 550 and the detent 600 in the shaft 534 of the second eyelet 530 are in the unset position and not mutually engaged.
ADSS cable 14 passes transversely through the second housing portion 510b. In particular, the ADSS cable 14 enters the second housing portion 510b through an aperture in a first side wall 610a of the second housing portion 510b. The first side wall 610a is perpendicular to the second end wall 537 of the second housing portion 510b. The ADSS cable 14 extends transversely across the inside of the second housing portion 510b towards another aperture in a second side wall 610b, generally parallel with the first side wall 610a, of the second housing portion 510b.
Where the ADSS cable 14 intersects the shaft 534 of the second eyelet 530, it is attached thereto by means of a cable clamp 620.
As may be seen from
The mechanical fuse of
When a load in excess of the spring constant of the springs in the spring loaded bolts 540a, 540b—for example, 400 kg—is applied to the ADSS cable 10 (not shown in
The excess load applied to the ADSS cable 10 pulls the second eyelet 530 in the opposite direction (indicated by the right facing arrow A′ in
Although a specific embodiment has been described, it will be appreciated that this is for the purposes of illustration only and is not intended to be limiting. Various alternatives will be appreciated by the skilled person. For example, firstly, although the anchors 15 described in connection with
Furthermore, although the specific embodiment described above employs a fused coupling 15b on one side of the support 7, and an unfused coupling 15a on the other side of that same support, it could of course be feasible to employ two fused couplings 15b instead, provided only that application of an abnormal load results in preferential breakage of the anchor so that, ultimately, the ADSS cable 10 breaks before the support 7 is pulled down. Such an arrangement might be needed if adjacent spans passed over critical crossings, for example if a pole were sited between two parallel and adjacent roads.
The pin 17 may take many forms, in order to provide additional assistance in breaking the ADSS cable at the region of weakness 16.
It is also to be understood that the formation of the ADSS cable 10 with a region of mechanical weakness is not an essential feature. The ADSS cable shown in
It will be appreciated that, when the aramid layer 5 and outer sheath 6 are removed from the ADSS cable 10′ of
The guillotine arrangement illustrated in
The embodiments described are by no means mutually exclusive. For example, the arrangement of
Likewise the guillotine/knife arrangement of
Finally, although the invention has been described in the context of an abnormal load caused by snagging of the ADSS cable 10 by a moving vehicle, it will of course be understood that this is merely exemplary. The line can be protected from any snagging hazard, for example if the line spans a river along which boats travel.
Number | Date | Country | Kind |
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1522823.2 | Dec 2015 | GB | national |
Filing Document | Filing Date | Country | Kind |
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PCT/GB2016/054073 | 12/23/2016 | WO | 00 |