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US4069765A Expired / Lapsed US ⏱️ 0.0 years remaining

Cableway system and particularly support system therefor

Assignee: AEROBUS DEVELOPMENT Ltd
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Filing: 1975-12-04
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Granted: 1978-01-24
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Expires: 1995-12-04
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Abstract

Abstract To prevent longitudinal displacement of the support or catenary cable and the load carrying, tensioned cable of the suspension system, the spacers or hangers between the catenary or support cable and the carrier cable, as well as the suspension and tension of these cables, are so arranged that, in side view, the two cables touch each other at the midpoint between the pylon to provide for equalization of tension in the cables. At that position, a tension or force equalization plate is clamped to both the support cable as well as to the carrier cable, thereby preventing relative longitudinal displacement of the cables with respect to each other. To provide for smoothing of a roller-suspended load over the cables, the carrier cable is preferably constructed of two parallel cable or rope elements, covered by a bowed or domed trackway which is resiliently supported on the cable elements, the resilient support having greater thickness in the region between spacers than at the zone of suspension, to additionally compensate for sag of the cables upon loading.

Inventors

  • 👤 Gerhard Muller

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-31 04:41
CPC Classifications
E; E01; E01B; E01B25/00; E01B25/16

Claims Analysis

Total Claims: 11
Claim 1
Independent Claim 383 words
Support system for a cableway or cable car system to transport a movable load (5) thereover comprising a plurality of pylons (3); a catenary or support cable (1) supported on the pylons (3); a tensioned carrier cable (2) on which the movable load (5) is suspended for movement along the carrier cable (2) while being supported thereby, said carrier cable (2) including at least two individual cables (2, 2'; 21, 21'); cross ties (23) connecting the two individual cables, spaced from each other, whereby two individual cables form a trackway, connecting rods (27) located intermediate the individual cables, connecting two adjacent cross ties and pivotally connected to said cross ties; spacers (4) suspending and supporting the carrier cable (2) from the support cable (1), said spacers being dimensioned to maintain the carrier cable in upwardly bowed condition when unloaded, and to assume an approximately straight or level state when loaded by the load (5) and being pivoted to said connectings rods (27) to support said connecting rods, and hence said cross ties (23), and hence the trackways; the tension in the carrier cable (2) being at least twice the tension in the support or catenary cable (1), and the sum of all tensions in the spacers (4) between adjacent pylons (3) being approximately equal to the weight of the carrier cable (2) plus the weight of the average load, whereby a downwardly directed force will arise at the pylons with respect to the carrier cable and which corresponds approximately to the average load, the cables (1, 2) being relatively so tensioned and arranged that, in side view, the curve formed by the support or catenary cable (1) and the curve formed by the carrier cable (2) touch each other midway between the pylons to provide for equalization of tension in said cables; at least one force equalization plate (13) located intermediate the pylons (3) at the touching location; and clamping means (14, 15; 16, 17) secured to said force equalization plate (13) and in clamping engagement with both said support cable (1) and said carrier cable (2) and clamped to and connecting together both the support cable (1) and the carrier cable (2) to prevent relative longitudinal displacement of said support cable (1) and said carrier cable (2) with respect to each other.
Claim 2
Dependent Claim 383 words
Support system for a cableway or cable car system to transport a movable load (5) thereover comprising a plurality of pylons (3); a catenary or support cable (1) supported on the pylons (3); a tensioned carrier cable (2) on which the movable load (5) is suspended for movement along the carrier cable (2) while being supported thereby, said carrier cable (2) including at least two individual cables (2, 2'; 21, 21'); cross ties (23) connecting the two individual cables, spaced from each other, whereby two individual cables form a trackway, connecting rods (27) located intermediate the individual cables, connecting two adjacent cross ties and pivotally connected to said cross ties; spacers (4) suspending and supporting the carrier cable (2) from the support cable (1), said spacers being dimensioned to maintain the carrier cable in upwardly bowed condition when unloaded, and to assume an approximately straight or level state when loaded by the load (5) and being pivoted to said connectings rods (27) to support said connecting rods, and hence said cross ties (23), and hence the trackways; the tension in the carrier cable (2) being at least twice the tension in the support or catenary cable (1), and the sum of all tensions in the spacers (4) between adjacent pylons (3) being approximately equal to the weight of the carrier cable (2) plus the weight of the average load, whereby a downwardly directed force will arise at the pylons with respect to the carrier cable and which corresponds approximately to the average load, the cables (1, 2) being relatively so tensioned and arranged that, in side view, the curve formed by the support or catenary cable (1) and the curve formed by the carrier cable (2) touch each other midway between the pylons to provide for equalization of tension in said cables; at least one force equalization plate (13) located intermediate the pylons (3) at the touching location; and clamping means (14, 15; 16, 17) secured to said force equalization plate (13) and in clamping engagement with both said support cable (1) and said carrier cable (2) and clamped to and connecting together both the support cable (1) and the carrier cable (2) to prevent relative longitudinal displacement of said support cable (1) and said carrier cable (2) with respect to each other.
Claim 3
Dependent Claim 97 words
System according to claim 1, wherein the pivot connecting point between the cross ties (23) and the connecting rod (27) is located with respect to the center line of the cables in this relationship: at positive loading of the cross ties, the connecting pivot is above the center point of the cable; at negative loading of the cross ties, the connecting point is below the center line of the cable; and with variably positive and negative loading of the cross ties, the connecting pivot point is at the same level as the center line of the cable.
Claim 4
Dependent Claim 394 words
Support system for a cableway or cable car system to transport a movable load (5) thereover comprising a plurality of pylons (3); a catenary or support cable (1) supported on the pylons (3); a tensioned carrier cable (2) on which the movable load (5) is suspended for movement along the carrier cable (2) while being supported thereby, said carrier cable including at least two cable elements (2a, 2b; 2'a, 2'b) located adjacent each other, a trackway cover (22, 22') above said cable elements to form a running surface for the movable load to operate thereover; a resilient intermediate layer (24) between the trackway cover (22) and the cable elements (2a, 2b; 2'a, 2'b; 21, 21'), spacers (4) suspending and supporting the carrier cable (2) from the support cable (1), said spacers being dimensioned to maintain the carrier cable in upwardly bowed condition when unloaded, and to assume an approximately straight or level state when loaded by the load (5), the thickness of the intermediate resilient layer (24) varying along the length of the system and being arranged to compensate for sag of the cables between the spacers (4); The tension in the carrier cable (2) being at least twice the tension in the support or catenary cable (1), and the sum of all tensions in the spacers (4) between adjacent pylons (3) being approximately equal to the weight of the carrier cable (2) plus the weight of the average load, whereby a downwardly directed force will arise at the pylons with respect to the carrier cable and which corresponds approximately to the average load, the cables (1, 2) being relatively so tensioned and arranged that, in side view, the curve formed by the support or catenary cable (1) and the curve formed by the carrier cable (2) touch each other midway between the pylons to provide for equalization of tension in said cables; at least one force equalization plate (13) located intermediate the pylons (3) at the touching location; and clamping means (14, 15; 16, 17) secured to said force equalization plate (13) and in clamping engagement with both said support cable (1) and said carrier cable (2) and clamped to and connecting together both the support cable (1) and the carrier cable (2) to prevent relative longitudinal displacement of said support cable (1) and said carrier cable (2) with respect to each other.
Claim 5
Dependent Claim 394 words
Support system for a cableway or cable car system to transport a movable load (5) thereover comprising a plurality of pylons (3); a catenary or support cable (1) supported on the pylons (3); a tensioned carrier cable (2) on which the movable load (5) is suspended for movement along the carrier cable (2) while being supported thereby, said carrier cable including at least two cable elements (2a, 2b; 2'a, 2'b) located adjacent each other, a trackway cover (22, 22') above said cable elements to form a running surface for the movable load to operate thereover; a resilient intermediate layer (24) between the trackway cover (22) and the cable elements (2a, 2b; 2'a, 2'b; 21, 21'), spacers (4) suspending and supporting the carrier cable (2) from the support cable (1), said spacers being dimensioned to maintain the carrier cable in upwardly bowed condition when unloaded, and to assume an approximately straight or level state when loaded by the load (5), the thickness of the intermediate resilient layer (24) varying along the length of the system and being arranged to compensate for sag of the cables between the spacers (4); The tension in the carrier cable (2) being at least twice the tension in the support or catenary cable (1), and the sum of all tensions in the spacers (4) between adjacent pylons (3) being approximately equal to the weight of the carrier cable (2) plus the weight of the average load, whereby a downwardly directed force will arise at the pylons with respect to the carrier cable and which corresponds approximately to the average load, the cables (1, 2) being relatively so tensioned and arranged that, in side view, the curve formed by the support or catenary cable (1) and the curve formed by the carrier cable (2) touch each other midway between the pylons to provide for equalization of tension in said cables; at least one force equalization plate (13) located intermediate the pylons (3) at the touching location; and clamping means (14, 15; 16, 17) secured to said force equalization plate (13) and in clamping engagement with both said support cable (1) and said carrier cable (2) and clamped to and connecting together both the support cable (1) and the carrier cable (2) to prevent relative longitudinal displacement of said support cable (1) and said carrier cable (2) with respect to each other.
Claim 6
Dependent Claim 38 words
System according to claim 3, wherein the resilient intermediate layer (24) is secured to the trackway cover (22) and is loose with respect to the cable elements (2a, 2b; 2'a, 2'b; 21, 21') of the carrier cable (2).
Claim 7
Dependent Claim 45 words
System according to claim 3, wherein the trackway covers (22, 22') are unitary elements extending between the spacers (4), the joints between adjacent trackway cover elements forming a small gap and being inclined with respect to the major longitudinal direction of the carrier cables (2).
Claim 8
Dependent Claim 25 words
System according to claim 3, further comprising a surface coating (35) located on selected zones at the upper surface of the trackway covers (22, 22').
Claim 9
Dependent Claim 40 words
System according to claim 3, further comprising sealing means (37) located beneath the trackway covers (22) and the cable elements (21), and heating means (36) located in the sealed space between the cable elements and the trackway cover (22, 22').
Claim 10
Dependent Claim 25 words
System according to claim 3, wherein the upper surface of the trackway covers (22, 22') is bowed or domed, and the edges thereof are rounded.
Claim 11
Dependent Claim 43 words
System according to claim 8, wherein the rounding radius of the edges of the domed trackway covers (22, 22') has a smaller radius of curvature than the radius of the cable elements (2a, 2b; 2'a, 2'b; 21, 21') of the carrier cable (2).

References Cited (Backward Citations)

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US1558528A Cited
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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1981-01-23 1981-07-25 1982-01-24 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1985-01-23 1985-07-25 1986-01-24 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1989-01-23 1989-07-25 1990-01-24 $7700.00 Window Closed / Lapsed

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