Tower hoist, platform and davit system
11235959 · 2022-02-01
Assignee
Inventors
Cpc classification
B66C23/58
PERFORMING OPERATIONS; TRANSPORTING
B66C23/26
PERFORMING OPERATIONS; TRANSPORTING
B66C23/203
PERFORMING OPERATIONS; TRANSPORTING
B66C23/62
PERFORMING OPERATIONS; TRANSPORTING
E04H12/345
FIXED CONSTRUCTIONS
International classification
B66C23/20
PERFORMING OPERATIONS; TRANSPORTING
B66C23/58
PERFORMING OPERATIONS; TRANSPORTING
E04H12/34
FIXED CONSTRUCTIONS
B66C23/62
PERFORMING OPERATIONS; TRANSPORTING
Abstract
Hoists, platforms and davits are described as well as methods of securing same to telecommunication and other towers. The hoists, platforms and davits may be secured to the towers on a temporary basis using clamps. The clamps may include brackets and cables. The cables may be attached to the brackets, may wrap around the outer surface/perimeter of the tower pole/leg and may use tension to keep the bracket in place.
Claims
1. A method of securing a hoist system to a tower pole comprising a tower pole top located above the ground, a tower pole bottom and a tower pole height extending from the tower pole top to the tower pole bottom, the method comprising assembling a hoist system by performing the following steps in any suitable order including simultaneously: a) securing a first clamp bracket system to the tower pole by placing the first clamp bracket system at least partially around the tower pole; and b) providing a hoist system comprising a hoist beam comprising a forward end, a rear end, a hoist beam length extending from the forward end to the rear end; wherein, at least after complete installation, i) the first clamp bracket system connects the hoist beam rear end to the tower pole; ii) the hoist beam extends laterally from the tower pole and the first clamp bracket system; iii) the hoist beam further comprises at least one load-end sheave and at least one return sheave located rearwardly relative to the at least one load-end sheave, and further wherein a load line extends from below the hoist beam, at least partially around the at least one load-end sheave and at least partially around the at least one return sheave and then below the hoist beam; iv) a brace cable connects the hoist beam to the tower pole and extends at an angle relative to the tower pole height and comprises an upper end connected to the tower pole and a lower end connected to the hoist beam; and v) the hoist beam further comprises a top, a bottom, a hoist beam height extending from the top to the rear bottom, a hoist beam channel extending from the hoist beam top to hoist beam bottom, the hoist beam channel dividing the hoist beam into a hoist beam left side and hoist beam right side, and further wherein the at least one load-end sheave, the at least one return sheave and at least a segment of the load line are located in the channel.
2. The method of claim 1 wherein, at least after complete installation, the at least one return sheave is located between the at least one load-end sheave and the hoist beam rear end.
3. The method of claim 1 wherein, at least after complete installation, the at least one load-end sheave and at least one return sheave are each configured to rotate about axes extending generally perpendicular to the hoist beam length.
4. The method of claim 1 wherein, at least after complete installation, the at least one load-end sheave comprises a plurality of load-end sheaves spaced about the hoist beam length, and further wherein the plurality of load-end sheaves and the at least one return sheave are aligned within the channel.
5. The method of claim 1 wherein, at least after complete installation, the hoist beam further comprises a termination bracket, the termination bracket having an upper end located in the hoist beam channel and a lower end extending downward from the hoist beam and comprising a hole.
6. The method of claim 5 wherein, at least after complete installation, the load line runs from below the hoist beam, up through the hoist beam channel between the at least one return sheave and the hoist beam rear end, at least partially around the at least one return sheave and the at least one load-end sheave, and back down through the hoist beam channel between the at least one load-end sheave and the forward end of the hoist beam, and further wherein, the load line runs down toward a load and back up to the termination bracket.
7. The method of claim 1 wherein, at least after complete installation, the first clamp bracket system comprises a first clamp central bracket comprising a front side connected to the rear side of the hoist beam, a rear side facing the tower pole and opposite the front side, a left side and a right side and a cable system extending partially around the tower pole and comprising a first end connected to the left side and a second end connected to the right side.
8. The method of claim 7 wherein, at least after complete installation, the cable system is u-shaped.
9. The method of claim 8, wherein at least after complete installation, the u-shaped cable system is comprised of one or more chain tensioners and one or more chains, said one or more chain tensioners connected to the central bracket and one or more of said chains.
10. The method of claim 9, wherein at least after complete installation, the cable system is comprised of a left chain, a left chain tensioner, a flexible clamp cable, a right chain, and a right chain tensioner, the left chain tensioner having a forward end connected to the first clamp central bracket left side and a rear end connected to a forward end of the left chain, the left chain having a rear end connected to a left end of the flexible clamp cable, the flexible clamp cable having a right end connected to a rear end of the right chain, the right chain having a forward end connected to a rear end of the right chain tensioner, the right chain tensioner having a forward end connected to the right side of the first clamp central bracket.
11. The method of claim 7, wherein, at least after complete installation, the hoist beam is pivotally connected to the first clamp central bracket via at least two pivots such that the hoist beam can at least partially rotate around the tower pole in the plane perpendicular to the tower pole height and the hoist beam forward end can move relative to the hoist beam rear end between a raised position in which the hoist beam forward end is located higher than the hoist beam rear end and a lowered position in which the hoist beam forward end is located at the same height or lower than the hoist beam rear end.
12. The method of claim 11 wherein, at least after complete installation, the two pivots have perpendicular pivot axes so that the hoist beam may simultaneously move in two planes that are perpendicular to each other.
13. The method of claim 7 wherein, at least after complete installation, a horizontally-oriented pivot bolt pivotably connects the hoist beam to the first clamp central bracket, the horizontally-oriented pivot bolt configured to allow the hoist beam to rotate clockwise and/or counter-clockwise about a horizontally-oriented pivot bolt pivot axis extending generally perpendicular to the tower pole height, wherein rotation of the hoist beam about the horizontally-oriented pivot bolt pivot axis allows the hoist beam forward end to move upward and downward and toward and away from the tower pole top.
14. The method of claim 13 wherein, at least after complete installation, a lower vertically-oriented pivot bolt pivotably connects the hoist beam to the first clamp central bracket, the lower vertically-oriented pivot bolt located rearwardly relative to the horizontally-oriented pivot bolt, the lower vertically-oriented pivot bolt configured to allow the hoist beam to rotate clockwise and/or counter-clockwise about a lower vertically-oriented pivot bolt pivot axis extending generally parallel to the tower pole height, wherein rotation of the hoist beam about the lower vertically-oriented pivot bolt pivot axis allows the hoist beam to rotate at least partially around said tower pole in the plane perpendicular to the tower pole height.
15. The method of claim 14 wherein, at least after complete installation, the first clamp bracket system further comprises a brake, the brake, when engaged, configured to prevent rotation of the hoist beam clockwise and/or counter-clockwise about the lower vertically-oriented pivot bolt pivot axis.
16. The method of claim 14 wherein, at least after complete installation, the first clamp central bracket further comprises a movable bridge, the movable bridge comprising a forward section comprising the horizontally-oriented pivot bolt and a rear section comprising the lower vertically-oriented pivot bolt, the movable bridge configured to rotate around the lower vertically-oriented pivot bolt pivot axis with the hoist beam to allow the hoist beam to move in the plane perpendicular to the pole height.
17. The method of claim 16 wherein, at least after complete installation, the first clamp central bracket further comprises an upper plate comprising an upper plate bolt hole and a lower plate comprising a lower plate bolt hole, wherein the movable bridge is positioned between the upper plate and the lower plate and further wherein the lower vertically-oriented pivot bolt extends vertically through the movable bridge and is positioned in and rotates in the upper plate bolt hole and lower plate bolt hole as the hoist beam rotates about the lower vertically-oriented pivot bolt pivot axis.
18. The method of claim 14 wherein, at least after complete installation, the method further comprises securing a second clamp bracket system to the tower pole by placing the second bracket system at least partially around the tower pole, wherein at least after complete installation of the system, the second clamp bracket system is located above the first clamp bracket system and the second clamp bracket system comprises a second clamp central bracket comprising a front side connected to the upper end of the brace cable, a rear side facing the tower pole and opposite the front side, a left side and a right side.
19. The method of claim 18, wherein, at least after complete installation, the upper end of the brace cable is pivotally connected to the second clamp central bracket via at least one pivot such that the hoist beam can at least partially rotate around the tower pole in the plane perpendicular to the pole height.
20. The method of claim 18 wherein at least after complete installation, an upper vertically-oriented pivot bolt pivotably connects the upper end of the brace cable to the second clamp central bracket, the upper vertically-oriented pivot bolt configured to allow the brace cable to rotate clockwise and/or counter clockwise about a upper vertically-oriented pivot bolt pivot axis extending generally parallel to the tower pole height, wherein rotation of the brace cable about the upper vertically-oriented pivot bolt pivot axis allows the hoist beam to rotate at least partially around the tower pole in the plane perpendicular to the pole height, and further wherein the brace cable rotates about the upper vertically-oriented pivot bolt axis in coordination with the hoist beam as the hoist beam rotates about the lower vertically-oriented pivot bolt axis.
21. The method of claim 20 wherein, at least after complete installation, the upper vertically-oriented pivot bolt is located directly above the lower vertically-oriented pivot bolt such that the upper and lower vertically-oriented pivot bolt axes are vertically aligned.
22. The method of claim 20, wherein at least after complete installation, a pair of vertical braces spaced apart by a distance extend between the first and second clamp central brackets and connect the first clamp central bracket to the second clamp central bracket, wherein each vertical brace comprises an upper end and a lower end, and further wherein the distance between the vertical braces is less at the lower end of the vertical braces as compared to the upper end of the vertical braces to form a V-shape.
23. The method of claim 20 wherein, at least after complete installation, the brace cable comprises an upper chain, a turnbuckle, and a lower chain, the upper chain having an upper end connected to the upper vertically-oriented pivot bolt and a lower end connected to an upper end of the turnbuckle and further wherein the lower chain comprises an upper end connected to a lower end of the turnbuckle and a lower end connected to the hoist beam, and further wherein the hoist beam is configured to move into the raised position when the turnbuckle is shortened.
24. The method of claim 20 wherein, at least after complete installation, the first and second clamp brackets are vertically aligned, wherein a plurality of adjustable jack bolts extend through a portion of at least one of the first clamp central bracket and the second clamp central bracket and engage a surface of the tower pole, and said engagement is configured to prevent the first clamp central bracket and/or the second clamp central bracket from rotating or sliding relative to the tower pole.
25. A method of securing a hoist system to a tower pole comprising a tower pole top located above the ground, a tower pole bottom and a tower pole height extending from the tower pole top to the tower pole bottom, the method comprising assembling a hoist system by performing the following steps in any suitable order including simultaneously: a) securing a first clamp bracket system to the tower pole by placing the first clamp bracket system at least partially around the tower pole; and b) providing a hoist system comprising a hoist beam comprising a forward end, a rear end, a hoist beam length extending from the forward end to the rear end; wherein, at least after complete installation, i) the first clamp bracket system connects the hoist beam rear end to the tower pole; ii) the hoist beam extends laterally from the tower pole and the first clamp bracket system; iii) the hoist beam further comprises at least one load-end sheave and at least one return sheave located rearwardly relative to the at least one load-end sheave; iv) a brace cable connects the hoist beam to the tower pole and extends at an angle relative to the tower pole height and comprises an upper end connected to the tower pole and a lower end connected to the hoist beam; and v) the first clamp bracket system comprises a first clamp central bracket comprising a front side connected to the rear side of the hoist beam, a rear side facing the tower pole and opposite the front side, a left side and a right side and a cable system extending partially around the tower pole and comprising a first end connected to the left side and a second end connected to the right side, wherein a horizontally-oriented pivot bolt pivotably connects the hoist beam to the first clamp central bracket, the horizontally-oriented pivot bolt configured to allow the hoist beam to rotate clockwise and/or counter-clockwise about a horizontally-oriented pivot bolt pivot axis extending generally perpendicular to the tower pole height, wherein rotation of the hoist beam about the horizontally-oriented pivot bolt pivot axis allows the hoist beam forward end to move upward and downward and toward and away from the tower pole top, a lower vertically-oriented pivot bolt pivotably connects the hoist beam to the first clamp central bracket, the lower vertically-oriented pivot bolt located rearwardly relative to the horizontally-oriented pivot bolt, the lower vertically-oriented pivot bolt configured to allow the hoist beam to rotate clockwise and/or counter-clockwise about a lower vertically-oriented pivot bolt pivot axis extending generally parallel to the tower pole height, wherein rotation of the hoist beam about the lower vertically-oriented pivot bolt pivot axis allows the hoist beam to rotate at least partially around said tower pole in the plane perpendicular to the tower pole height, and wherein the first clamp bracket system further comprises a brake, the brake, when engaged, configured to prevent rotation of the hoist beam clockwise and/or counter-clockwise about the lower vertically-oriented pivot bolt pivot axis.
26. The method of claim 25 wherein a load line extends from below the hoist beam, at least partially around the at least one load-end sheave and at least partially around the at least one return sheave and then below the hoist beam.
27. A method of securing a hoist system to a tower pole comprising a tower pole top located above the ground, a tower pole bottom and a tower pole height extending from the tower pole top to the tower pole bottom, the method comprising assembling a hoist system by performing the following steps in any suitable order including simultaneously: a) securing a first clamp bracket system to the tower pole by placing the first clamp bracket system at least partially around the tower pole; and b) providing a hoist system comprising a hoist beam comprising a forward end, a rear end, a hoist beam length extending from the forward end to the rear end; wherein, at least after complete installation, i) the first clamp bracket system connects the hoist beam rear end to the tower pole; ii) the hoist beam extends laterally from the tower pole and the first clamp bracket system; iii) the hoist beam further comprises at least one load-end sheave and at least one return sheave located rearwardly relative to the at least one load-end sheave; iv) a brace cable connects the hoist beam to the tower pole and extends at an angle relative to the tower pole height and comprises an upper end connected to the tower pole and a lower end connected to the hoist beam; and v) the first clamp bracket system comprises a first clamp central bracket comprising a front side connected to the rear side of the hoist beam, a rear side facing the tower pole and opposite the front side, a left side and a right side and a cable system extending partially around the tower pole and comprising a first end connected to the left side and a second end connected to the right side, wherein a horizontally-oriented pivot bolt pivotably connects the hoist beam to the first clamp central bracket, the horizontally-oriented pivot bolt configured to allow the hoist beam to rotate clockwise and/or counter-clockwise about a horizontally-oriented pivot bolt pivot axis extending generally perpendicular to the tower pole height, wherein rotation of the hoist beam about the horizontally-oriented pivot bolt pivot axis allows the hoist beam forward end to move upward and downward and toward and away from the tower pole top, a lower vertically-oriented pivot bolt pivotably connects the hoist beam to the first clamp central bracket, the lower vertically-oriented pivot bolt located rearwardly relative to the horizontally-oriented pivot bolt, the lower vertically-oriented pivot bolt configured to allow the hoist beam to rotate clockwise and/or counter-clockwise about a lower vertically-oriented pivot bolt pivot axis extending generally parallel to the tower pole height, wherein rotation of the hoist beam about the lower vertically-oriented pivot bolt pivot axis allows the hoist beam to rotate at least partially around said tower pole in the plane perpendicular to the tower pole height, wherein the method further comprises securing a second clamp bracket system to the tower pole by placing the second bracket system at least partially around the tower pole, wherein at least after complete installation of the system, the second clamp bracket system is located above the first clamp bracket system and the second clamp bracket system comprises a second clamp central bracket comprising a front side connected to the upper end of the brace cable, a rear side facing the tower pole and opposite the front side, a left side and a right side, an upper vertically-oriented pivot bolt pivotably connects the upper end of the brace cable to the second clamp central bracket, the upper vertically-oriented pivot bolt configured to allow the brace cable to rotate clockwise and/or counter clockwise about a upper vertically-oriented pivot bolt pivot axis extending generally parallel to the tower pole height, wherein rotation of the brace cable about the upper vertically-oriented pivot bolt pivot axis allows the hoist beam to rotate at least partially around the tower pole in the plane perpendicular to the pole height, and further wherein the brace cable rotates about the upper vertically-oriented pivot bolt axis in coordination with the hoist beam as the hoist beam rotates about the lower vertically-oriented pivot bolt axis, and further wherein a pair of vertical braces spaced apart by a distance extend between the first and second clamp central brackets and connect the first clamp central bracket to the second clamp central bracket, wherein each vertical brace comprises an upper end and a lower end, and further wherein the distance between the vertical braces is less at the lower end of the vertical braces as compared to the upper end of the vertical braces to form a V-shape.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
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DETAILED DESCRIPTION
(58) With reference to
(59) More particularly, in one embodiment, the present disclosure describes a method of securing a hoist 30 to a tower pole 12 of a tower 10.
(60) The tower 10 may be comprised of a tower pole 12 having any desired shape or structure known or later developed. For example, as known to those of ordinary skill, the tower pole 12 may comprise a tower pole top 14 located above the ground, a tower pole bottom 16 which may be connected directly or indirectly to the ground, a tower pole height 18 extending from the tower pole top 14 to the tower pole bottom 16, and a tower pole outer surface/outer wall/perimeter 20.
(61) The hoist 30 may be secured to the tower pole 12 by performing one or more steps in any suitable order including simultaneously. One step may comprise securing a first clamp bracket system to the tower pole 12 by placing the first clamp bracket system at least partially around the tower pole 12. Another step may comprise providing a hoist 30 comprising a hoist beam 32. Optionally, the hoist beam 32 comprises a forward end 34, a rear end 36, and a hoist beam length 38 extending from the forward end 34 to the rear end 36.
(62) At least after complete installation of the system (i.e., at least after all parts are installed if not prior to), the hoist 30 may have one or more of the features described below. For example, optionally, the first clamp bracket system connects the hoist beam rear end 36 to the tower pole 12. Further, the hoist beam 32 may extend laterally from the tower pole 12 and the first clamp bracket system, as seen in
(63) The hoist beam 32 may further comprise at least one load-end sheave 40 and at least one return sheave 42, as best seen in
(64) The load line 44 may be connected to a load located below the hoist beam 32. Preferably, the end of the load line 44 running at least partially around the at least one load end sheave 40 is the end connected to load. In some embodiments, the other end of the load line 44 (i.e., the end running at least partially around the return sheave 42), may run through a heel block and connect to a winch (not shown). Optionally, the heel block is located below the hoist beam 32 and connected to the tower pole 12. The load line 44 optionally runs upwards from the heel block to the at least one return sheave 42. The segment/section of the load line 44 running between the heel block and the at least one return sheave 42 may optionally be oriented substantially parallel with the tower pole height 18.
(65) In some embodiments, the hoist beam 32 comprises a plurality of load-end sheaves 40 spaced about the hoist beam length 38. Each load-end sheave 40 in the plurality of load-end sheaves 40 is capable of lifting loads at different distances from the tower pole 12 and has a different maximum weight capacity based on the location of the load-end sheave 40 along the hoist beam length 38. An operator will be capable of selecting the correct load-end sheave 40 to use to lift a particular load based on the weight of the load and the distance from the tower pole 12 at which the load is before lifting and/or the distance at which the load will need to be after lifting.
(66) In some embodiments, the hoist beam 32 may optionally comprise one or more of the following features. For example, as best seen in
(67) In some embodiments, the hoist 30 may further comprise a termination bracket 56, as best seen in
(68) The load line 44 may be configured in one or more of the following ways. In some embodiments, the load line 44 may run from below the hoist beam 32, up through the hoist beam channel 54 between the at least one return sheave 42 and the hoist beam rear end 36, at least partially around the at least one return sheave 42 and the at least one load-end sheave 40, and back down through the hoist beam channel 54 between the at least one load-end sheave 40 and the hoist beam forward end 34. Optionally, the load line 44 may further run down to a load sheave (not shown) connected to a load (not shown), through the load sheave, and back up to the hoist beam 32, as shown in
(69) The load line 44 may be any rope, wire, or cable now known or later developed that is suitable for lifting. Preferably, the load line 44 is a fiber rope or a wire rope.
(70) Optionally, the hoist beam 32 further comprises one or more of rope guides 62, as best seen in
(71) In some cases, the tower 10 may be a telecommunications tower. For example, the hoist 30 may be attached to cell phone towers including monopole, guyed, or self-support towers. In the case of a monopole tower or other similar tower, the tower pole 12 is the monopole. In the case of guyed, self-support, or similar towers, the tower pole 12 may be one or more of the tower legs. Optionally, the telecommunications tower may further comprise an antenna. In other embodiments, the tower pole may be a structural column in a building 64 comprising an interior 66, in which case, optionally, the first clamp bracket system 70 faces the building interior 66 when the tower pole 12 is a structural column in a building 64.
(72) Further, at least after complete installation of the system, the first clamp bracket system 70 may have one or more of the following features. The first clamp bracket system 70 may comprise a first clamp central bracket 72, best seen in
(73) In some embodiments, as seen in
(74) For example, as shown in
(75) In some embodiments, at least after complete installation of the system, the hoist beam 32 is pivotally connected to the first clamp central bracket 72 by at least two pivots such that the hoist beam 32 can at least partially rotate around the tower pole 12 in the plane perpendicular to the tower pole height 18 and/or the hoist beam forward end 34 can move relative to the hoist beam rear end 36 between a raised position (shown in
(76) For example, at least after complete installation of the system, as best seen in
(77) As shown in
(78) Further, the first clamp bracket system 70 may further comprise a brake 108 configured to prevent rotation of the hoist beam 32 clockwise and/or counter-clockwise about the lower vertically-oriented pivot bolt pivot axis 107 when the brake 108 is engaged.
(79) As shown in
(80) As shown in
(81) Optionally, as shown in
(82) As shown in
(83) Optionally, the upper vertically-oriented pivot bolt 132 may or may not rotate with the brace cable 46 about the upper vertically-oriented pivot bolt pivot axis 134. The upper vertically-oriented pivot bolt 132 may optionally be located directly above the lower vertically-oriented pivot bolt 106 such that the upper and lower vertically-oriented pivot bolt axes 107, 134 are vertically aligned.
(84) As shown in
(85) As seen in
(86) As shown in
(87) Optionally, the upper and lower brace cable chains 144, 148 may be replaced by a cable, wire, or other suitable component. Similarly, the turnbuckle 152 may optionally be replaced with a ratchet or other suitable mechanism for shortening or elongating the brace cable 46.
(88) In some embodiments, the hoist 30 may comprise a plurality of jack bolts 160 extend through a portion of the first clamp central bracket 72 and/or the second clamp central bracket 122 and engage the tower pole surface 20. Optionally, the plurality of jack bolts 160 may be located on a top 168, 172 of the first and/or second clamp central brackets 72, 122, a bottom 170, 174 the first and/or second clamp central brackets 72, 122, or both the top 168, 172 and bottom 170, 174 of the first and/or second clamp central brackets 72, 122. Preferably, the plurality of jack bolts 160 are threaded and do not extend into the tower pole 12. Without being bound to any particular theory, said engagement between the jack bolt 160 and the tower pole outer surface/outer wall 20 may be configured to allow for optimal spacing, alignment, and orientation of the first and/or the second clamp central bracket 72, 122, especially if the tower pole is tapered. Tapered poles may prevent the clamps from having the correct vertical and horizontal orientation otherwise. Optionally, he connection between the plurality of jack bolts 160 and the tower pole 12 is not a mechanical interconnection of a bolt extending into a hole in the tower pole 12 but rather a part of each jack bolt 160 engages the tower pole outer surface/outer wall 20.
(89) More particularly, the jack bolts 160 may be structured such that each jack bolt 160 comprises a proximal end 162 facing and engaging the tower pole outer surface/outer wall 20 and a distal end 164 opposite the proximal end 162, and a length (not shown) extending from the jack bolt 160 proximal end to the distal end 164. Preferably, the jack bolts 160 are oriented such that the jack bolt length extends generally perpendicular to the tower pole height 18. The jack bolts 160 may be optionally spaced partially about a perimeter of a tower pole 12. Optionally, the jack bolts 160 are adjustable such that adjustment of the jack bolt 160, for example, turning the jack bolts 160 clockwise and/or counter-clockwise, allows the jack bolt proximal end 162 to move toward and away from the tower pole 12. The jack bolts 160 may also be configured, for example, such that adjustment of the jack bolts 160 moves the first and/or second clamp brackets 72, 122 toward or away from the tower pole outer surface/outer wall 20. Optionally, the jack bolt proximal end 162 may stay engaged with the tower pole outer surface/outer wall 20 as the jack bolt 160 is adjusted. Different methods of adjustment, for example, a ratcheting system, are also possible and will be apparent to those skilled in the art.
(90) In some embodiments, the first and second clamp central brackets 72, 122 may comprise a plurality of jack brackets 176 spaced partially about a perimeter of the tower pole 12. Optionally, each jack bracket 176 further comprises a side facing the tower pole 12 with each of the respective sides facing the tower pole outer surface/outer wall 20 comprising a hole (not shown without jack bolt extending through it) oriented generally perpendicular to the tower pole height 18. Each of the respective holes may further comprise an adjustable, preferably threaded, jack bolt 160 extending laterally through the respective hole perpendicular to the tower pole height 18. As above, the adjustable jack bolt 160 may engage the outer surface/outer wall 20 and preferably prevent the first and/or second central brackets 72, 122 from rotating or sliding relative to the tower pole 12 while also preferably allowing for the hoist beam 32 to rotate about the lower vertically-oriented pivot bolt axis 107 in a true horizontal arc. Optionally, the jack brackets 176 are in the shape of a wedge or are L-shaped.
(91) In some cases, the tower pole 12 is a monopole. The monopole may be in the shape of a polygon comprising a plurality of flat tapered sides 21. Optionally, each side 21 is be wider at the tower pole bottom 16 as compared to the tower pole top 14. Optionally, each jack bolt 160 may engage, but preferably not extend into, a side 21 and may be spaced partially about a perimeter of the monopole.
(92) Several other optional configurations are possible for the hoist 30 as described below. For example, at least after complete installation, the first and/or second clamp central bracket 72, 122 may further comprise a removable insert 180. The removable insert 180 may be interchangeable and come in several configurations depending on the configuration of the hoist 30 and the requirements of a particular job. In one such configuration, the removable insert 180 may comprise the upper and lower plates 116, 118 to which the movable bridge 110 is discussed as above. In another configuration, the removable insert 180 is configured to secure a mast 200 to the first and/or second clamp bracket systems 72, 122. Other configurations are discussed below.
(93) In some cases, a man basket 182 configured to carry a human may be secured to the hoist beam 32, as shown in
(94) In some embodiments, as best seen in
(95) As shown in
(96) Optionally, the hoist 30 may have one or more of the following features: i) the first and/or second clamp bracket system 72, 122 connects the mast 200 to the tower pole 12; ii) the first mast bracket system 212 is located above the first and/or second clamp bracket system 72, 122 and connects the hoist beam rear end 36 to the mast 200 and wraps at least partially around the mast 200; iii) the hoist beam 32 extends laterally from the mast 200 and the first mast bracket system 210; iv) the hoist further comprises at least one sheave 40,42 connected to the hoist beam 32 and receiving a pulley cable/load line 44; v) a brace cable 46 connects the hoist beam 32 to the mast 200 above the second clamp bracket system 120 and extends at an angle relative to the tower pole height 18 and comprises an upper end 47A connected to the mast 200 and a lower end 47A connected to the hoist beam 32; and/or vi) the mast height 206 is generally parallel to the tower pole height 18. At least after complete installation of the system, the mast top 202 and the hoist beam 32 and/or hoist beam rear end 36 is located above the tower pole top 14.
(97) As shown in
(98) Optionally, as best seen in
(99) Optionally, as best seen in
(100) Optionally, as best seen in
(101) Optionally, as best seen in
(102) Optionally, the upper mast pipe 230 further comprises a lower bearing system 247. The lower bearing system 247 may be located on the upper mast pipe bottom 234. The lower bearing system 247 may comprise rollers 249 that prevent the upper mast pipe interior surface 240 from contacting the lower mast pipe exterior surface 264.
(103) Without being bound to any particular theory, the configuration of the stabilizer plate 270 and the first, second, third, and fourth bearing plates 280, 300, 320, 340 may increase the stability of the upper mast pipe 230 with respect to the lower mast pipe 250 when the hoist 30 is under load. Further, the bearing system 220 may help reduce the force necessary to rotate the upper mast pipe 230 with respect to the lower mast pipe 250. Additionally, the plurality of holes 278 in stabilizer plate 270 may allow a user to, among other things, correct or change the orientation of the upper mast pipe with respect to the lower mast pipe if, for example, the upper mast pipe rotates under load.
(104) In addition, the system may include one or more features described previously.
(105) In another embodiment, as shown for example in
(106) Optionally, as shown in
(107) Optionally, as shown in
(108) Optionally, as shown in
(109) The lower cross beam bracket 390 may further comprise a movable bridge 110, as described previously and shown in
(110) Optionally, as shown in
(111) In addition, the hoist system may optionally comprise include one or more features described previously.
(112) In another embodiment, as shown for example in
(113) Optionally, as shown for example in
(114) Optionally, as shown for example in
(115) In addition, the hoist system may optionally comprise include one or more features described previously.
(116) In other embodiments, a hoist 30 comprising one or more components as described herein may be secured to a tower pole 12, and/or a clamp bracket system 70 comprising one or more components described herein may be secured to the tower pole 12.
(117) In still further embodiments, as shown in
(118) In addition, the system may optionally comprise include one or more features described previously.
(119) In a further embodiment, as shown in
(120) In addition, the system may optionally comprise include one or more features described previously.
(121) In a further embodiment, as shown in
(122) Optionally, as shown in
(123) Optionally, as shown in
(124) In addition, the system may optionally comprise include one or more features described previously.
(125) The platform 400 also may be secured to a tower 10 (e.g., guyed or self-support tower) comprising a left tower leg/pole 22 and a right tower leg/pole 24, the left tower leg/pole 22 connected to the right tower leg/pole 24 by a plurality of tower braces 28, the left tower leg/pole 22 and the right tower leg/pole 24 each having a top 14A, 14B located above the ground, a bottom 16A, 16B that may be connected directly or indirectly to the ground, and a height 18A, 18B extending from the top 14A, 14B to the bottom 16A, 16B. Optionally, the platform 400 may be secured to the tower 10 by system by performing one or more of the following steps in any suitable order including simultaneously: a) securing a lower right clamp bracket system 380 to the right tower pole 24 by placing the lower right clamp bracket system 380 at least partially around the right tower leg/pole 24; b) securing an upper right clamp bracket system 382 to the right tower leg/pole 24 by placing the upper right clamp bracket system 382 at least partially around the right tower pole 24; c) securing a lower left clamp bracket system 384 to the left tower leg/pole 22 by placing the lower left clamp bracket system 384 at least partially around the left tower leg/pole 22; d) securing an upper left clamp bracket system 386 to the left tower pole 22 by placing the upper left clamp bracket system 386 at least partially around the left tower leg/pole 22; e) providing a platform 400 comprising a platform beam 402 comprising a forward end 404, a rear end 406, a platform beam length 408 extending from the platform beam forward end 404 to the platform rear end 406; and/or 0 providing an upper cross beam 388 and a lower cross beam 389.
(126) In addition, the system may optionally comprise include one or more features described previously.
(127) Optionally, i) the lower left clamp bracket system 384 may be at substantially the same height as the lower right clamp bracket system 380; ii) the lower cross beam 389 may extend between the lower left clamp bracket system 384 and the lower right clamp bracket system 380 and may be oriented generally parallel to the ground and perpendicular to the left and right pole heights 18A,18B; iii) the upper left clamp bracket system 386 is at substantially the same height as the upper right clamp bracket system 382; iv) the upper cross beam 388 may extend between the upper left clamp bracket system 386 and the upper right clamp bracket system 382 and/or may be oriented generally parallel to the ground and perpendicular the left and right pole heights 18A,18B; v) the upper cross beam 388, the upper left clamp bracket system 386 and/or the upper right clamp bracket system 382 may be located above the lower cross beam 389, the lower left clamp bracket system 384 and/or the lower right clamp bracket system 380; vi) the platform beam 402 may be connected to the lower cross beam 389 and/or may extend laterally from the lower cross beam 389; and/or vii) a brace cable 46 may connect the platform beam 402 to the upper cross beam 388, extends at an angle relative to the left and right tower pole heights 18A,18B and/or comprises an upper end 47A connected to the upper cross beam 388 and a lower end 47B connected to the platform beam 402.
(128) In a further embodiment, as best seen in
(129) Optionally, as best seen in
(130) Optionally, similar to the embodiments previously described, a lower cross beam bracket 438 may be connected to the lower cross beam 389 on the outside of, as opposed to between, the left and right lower rods 434,436. Further, a horizontally-oriented pivot bolt 104 may optionally connect the hoist beam 32 to the lower cross beam bracket 438. The hoist beam 32 may be configured to rotate clockwise and/or counter-clockwise about a horizontally-oriented pivot bolt pivot axis 105 extending generally perpendicular to the tower pole height 18. Optionally, a horizontally-oriented pivot bolt 104 allows the hoist beam 32 to rotate clockwise and/or counter-clockwise about a horizontally-oriented pivot bolt pivot axis 105. Preferably, the rotation of the hoist beam 32 about the horizontally-oriented pivot bolt pivot axis 105 allows the hoist beam forward end 34 to move upward and downward and toward and away from the tower pole 12 to allow the hoist beam 32 to move between a raised and lowered positions. Optionally, the hoist 30 may be installed on any face of a rectangular tower pole 12 including exterior faces 27A and interior faces 27B, as best shown in
(131) Similar to the embodiments previously described, a lower vertically-oriented pivot bolt 106 may connect the hoist beam 32 to the lower cross beam bracket 438. Optionally, the lower vertically-oriented pivot bolt 106 may be located rearwardly relative to the horizontally-oriented pivot bolt 104. The lower vertically-oriented pivot bolt 106 may optionally be configured to allow the hoist beam 32 to rotate clockwise and/or counter-clockwise about a lower vertically-oriented pivot bolt pivot axis 107 extending generally parallel to the tower pole height 18. Preferably, rotation of the hoist beam 32 about the lower vertically-oriented pivot bolt 106 allows the hoist beam 32 to move toward and away from the lower forward cross beam 424 to allow the hoist beam 32 to move in a plane perpendicular to the tower pole height 18. In some cases, the lower cross beam bracket 438 further comprises a movable bridge 110, as described previously.
(132) Optionally, at least after complete installation of the system, an upper cross beam bracket 440 is connected to the upper cross beam 388 on the outside of, as opposed to between, of the left and right upper rods 430, 432. Further, the upper cross beam bracket 440 may be optionally located above the lower cross beam bracket 438. Optionally, an upper vertically-oriented pivot bolt 132 connects the upper end 47A of the brace cable 46 to the upper cross beam bracket 440. Optionally, the brace cable 46 configured to rotate (in a coordinated fashion with the hoist beam 32) clockwise and/or counter-clockwise about an upper vertically-oriented pivot bolt pivot axis 134 extending generally parallel to the tower pole height 18. Preferably, as with the previous embodiments, rotation of the brace cable 46 about the upper vertically-oriented pivot bolt pivot axis 134 allows the hoist beam 32 to move toward and away from the lower cross beam 389 in the plane perpendicular to the tower pole height 18.
(133) In some cases, for example, when the hoist 30 is secured to a rectangular tower pole 12, the hoist 30 may further comprise one or more support cross beam braces 450, a rear support cross beam 452, a forward support cross beam 454, a left support rod 456, and a right support rod 458. Optionally, the a rear support cross beam 452 and a forward support cross beam 454 are secured to the rectangular tower pole 12 by having the left support rod 456 and the right support rod 458 extend between the rear support cross beam 452 and the forward support cross beam 454, wherein the left and right support rods 456, 458 are optionally configured to draw the rear support cross beam 452 toward the forward support cross beam 454 to compress the tower pole 12 between the rear support cross beam 452 and the forward support cross beam 454. Optionally, the support cross beam braces 450 extend between and secure to the forward support cross beam 454 and the lower forward cross beam 424. Without being bound to any particular theory, such configuration provides vertical support to the hoist 30 to prevent it from slipping down the tower pole 12 under load.
(134) Optionally, i) the rear support cross beam 452 and the forward support cross beam 454 are at substantially the same height; ii) the rear support cross beam 452 and/or the forward support cross beam 454 are oriented substantially parallel to the ground and perpendicular to the tower pole; and/or iii) the rear support cross beam 452 and the forward support cross beam 454 are below the lower rear cross beam 426, lower forward cross beam 424, the upper rear cross beam 422, and/or the upper forward cross beam 420.
(135) In addition, the system may optionally comprise include one or more features described above.
(136) In some cases, the hoist 30 and platform 400 may allow for workers to connect to them with 100% tie-off. Thus, in some embodiments, a worker may position a tie-off cable (not shown) around a component of the hoist 30 or platform 400 for example. The hoist 30 may also be used to raise and lower a man basket 182 configured to carry a human, as shown in
(137) The brackets that connect components to the tower poles are preferably clamps, meaning that they are wrapped tightly at least partially around the perimeter/outer wall/outer surface of the tower poles—e.g., using tension chains or straps in addition to a central bracket—and use tension to hold the brackets in place, as opposed to using bolts to connect the brackets to the towers. Preferably, the clamps are adjustable so that they may be used on towers of different dimensions. However, other configurations are possible.
(138) Although the hoist and platform has principally been illustrated in conjunction with telecommunications towers, it will be appreciated that the design may be used with other towers. For example, if a piece of bulky heavy equipment is housed on an upper floor of a building, it may be impractical to use an elevator to remove the equipment from the building. In such a scenario, movers may choose to open a side of the building to remove the object. The hoist could be installed on a structural column near an alley or street to facilitate lowering/raising equipment.
(139) TABLE-US-00001 Part List Tower 10 Tower Pole 12 Tower Pole Top 14 Left Tower Pole Top 14A Right Tower Pole Top 14B Tower Pole Bottom 16 Left Tower Pole Bottom 16A Right Tower Pole Bottom 16B Tower Pole Height 18 Left Tower Pole Height 18A Right Tower Pole Height 18B Tower Pole Surface 20 Tower Pole Flat Side 21 Left Tower Pole 22 Right Tower Pole 24 Rear Tower Pole 26 Tower Pole Exterior Face 27A Tower Pole Interior Face 27B Tower Braces 28 Hoist 30 Hoist Beam 32 Hoist Beam Forward End 34 Hoist Beam Rear End 36 Hoist Beam Length 38 At Least One Load-End Sheave 40 At Least One Return Sheave 42 Pulley Cable/Load Line 44 Brace Cable 46 Brace Cable Upper End 47A Brace Cable Lower End 47B Hoist Beam Top 51A Hoist Beam Bottom 51B Hoist Beam Height 52 Hoist Beam Channel 54 Hoist Beam Left Side 55A Hoist Beam Right Side 55B Termination Bracket 56 Termination Bracket Upper End 57A Termination Bracket Lower End 57B Termination Bracket Hole 58 Rope Guides 62 Building 64 Interior 66 First Clamp Bracket System 70 First Clamp Central Bracket 72 First Clamp Central Bracket Front Side 74 First Clamp Central Bracket Rear Side 76 First Clamp Central Bracket Left Side 77A First Clamp Central Bracket Right Side 77B U-shaped/Circular Cable System 78 Cable System First End 80 Cable System Second End 82 Left Chain 84 Left Chain Forward End 86A Left Chain Rear End 86B Left Chain Tensioner 88 Left Chain Tensioner Forward End 90A Left Chain Tensioner Rear End 90B Flexible Clamp Cable 92 Flexible Clamp Cable Right End 94A Flexible Clamp Cable Left End 94B Right Chain Tensioner 96 Right Chain Tensioner Forward End 98A Right Chain Tensioner Rear End 98B Right Chain 100 Right Chain Forward End 102A Right Chain Rear End 102B Horizontally-Oriented Pivot Bolt 104 Horizontally-Oriented Pivot Bolt Pivot Axis 105 Lower Vertically-Oriented Pivot Bolt 106 Lower Vertically-Oriented Pivot Bolt Pivot Axis 107 First Clamp Central Bracket Brake 108 Movable Bridge 110 Movable Bridge ForwardSection 112 Movable Bridge Rear Section 114 First/Second Clamp Central Bracket Upper Plate 116 First/Second Clamp Central Bracket Lower Plate 118 First/Second Clamp Central Bracket Lower Plate Bolt 119 Hole Second Clamp Bracket System 120 Second Clamp Central Bracket 122 Second Clamp Central Bracket Front Side 124 Second Clamp Central Bracket Rear Side 126 Second Clamp Central Bracket Left Side 128 Second Clamp Central Bracket Right Side 130 Upper Vertically-Oriented Pivot Bolt 132 Upper Vertically-Oriented Pivot Bolt Pivot Axis 134 Vertical Brace 136 Vertical Brace Upper End 138 Vertical Brace Lower End 140 Vertical Brace Difference 142 Brace Cable Upper Chain 144 Brace Cable Upper Chain Upper End 146A Brace Cable Upper Chain Lower End 146B Brace Cable Lower Chain 148 Brace Cable Lower Chain Upper End 150A Brace Cable Lower Chain Lower End 150B Brace Cable Turnbuckle 152 Brace Cable Turnbuckle in Shortened Configuration 152A Brace Cable Turnbuckle in Lengthened Configuration 152B Brace Cable Turnbuckle Upper End 154A Brace Cable Turnbuckle Lower End 154B Removable Bolt/Lug 156 Jack Bolt 160 Jack Bolt Proximal End 162 Jack Bolt Distal End 164 First Clamp Central Bracket Top 168 First Clamp Central Bracket Bottom 170 Second Clamp Central Bracket Top 172 Second Clamp Central Bracket Bottom 174 Jack Bracket 176 Removable Insert 180 Man Basket 182 Man Basket Cable 183 Trolley 184 Trolley Forward End 185A Trolley Rear End 185B Basket Hoist 186 Bottom Flange (s) 188 Mast 200 Mast Top 202 Mast Bottom 204 Mast Height 206 Mast Sheave 209 First Mast Bracket System 210 Second Mast Bracket System 212 X-shaped Vertical Brace 214 Mast Bolt 216 Mast Rod 218 At Least One Bearing System 220 Mast Central/Longitudinal Axis 222 Bearing System Brake 224 Bearing Bolt 226 Bearing Nut 228 Upper Mast Pipe 230 Upper Mast Pipe Top 232 Upper Mast Pipe Bottom 234 Upper Mast Pipe Height 236 Upper Mast Pipe Interior 238 Upper Mast Pipe Interior Surface 240 Upper Mast Pipe Inner Diameter 242 Upper Mast Pipe Exterior Surface 244 Upper Mast Pipe Exterior Diameter 246 Lower Bearing System 247 Upper Mast Pipe Plurality of Holes 248 Lower Bearing System Rollers 249 Lower Mast Pipe 250 Lower Mast Pipe Top 252 Lower Mast Pipe Bottom 254 Lower Mast Pipe Height 256 Lower Mast Pipe Interior 258 Lower Mast Pipe Interior Surface 260 Lower Mast Pipe Inner Diameter 262 Lower Mast Pipe Exterior Surface 264 Lower Mast Pipe Exterior Diameter 266 Lower Mast Pipe Plurality of Holes 268 Stabilizer Plate 270 Stabilizer Plate Upper Face 272 Stabilizer Plate Lower Face 274 Stabilizer Plate Center Hole 276 Stabilizer Plate Plurality of Outer Holes 278 Stabilizer Plate Diameter 279 First Bearing Plate 280 First Bearing Plate Top 282 First Bearing Plate Upper Face 284 First Bearing Plate Bottom 286 First Bearing Plate Lower Face 288 First Bearing Plate Center Hole 290 First Bearing Plate Outer Edge 292 First Bearing Plate Diameter 294 Second Bearing Plate 300 Second Bearing Plate Top 302 Second Bearing Plate Upper Face 304 Second Bearing Plate Bottom 306 Second Bearing Plate Lower Face 308 Second Bearing Plate Center Hole 310 Second Bearing Plate Outer Edge 312 Second Bearing Plate Diameter 314 Third Bearing Plate 320 Third Bearing Plate Top 322 Third Bearing Plate Upper Face 324 Third Bearing Plate Bottom 326 Third Bearing Plate Lower Face 328 Third Bearing Plate Center Hole 330 Third Bearing Plate Upper Face Edge 332 Third Bearing Plate Lower Face Edge 334 Third Bearing Plate Upper Face Diameter 336 Third Bearing Plate Lower Face Diameter 338 Third Bearing Plate Ledge/Recess 339 Fourth Bearing Plate 340 Fourth Bearing Plate Top 342 Fourth Bearing Plate Upper Face 344 Fourth Bearing Plate Bottom 346 Fourth Bearing Plate Lower Face 348 Fourth Bearing Plate Outer Edge 352 Fourth Bearing Plate Diameter 354 Top Washer 360 Top Washer Center Hole 362 Top Washer Upper Face 366 Bottom Washer 370 Bottom Washer Center Hole 372 Bottom Washer Lower Face 376 Lower Right Clamp Bracket System 380 Upper Right Clamp Bracket System 382 Lower Left Clamp Bracket System 384 Upper Left Clamp Bracket System 386 Upper Cross Beam 388 Lower Cross Beam 389 Lower Cross Beam Bracket 390 Upper Cross Beam Bracket 392 Davit 393 Davit Sheave 394 Davit Top 395A Davit Bottom 395B Davit Flange 396 Davit Height 397 Upper Davit Pole 398 Lower Davit Pole 399 Platform 400 Platform Beam 402 Platform Beam Forward End 404 Platform Beam Rear End 406 Platform Beam Length 408 Platform Floor 410 Platform Horizontal Rail 412 Platform Vertical Rail 414 Upper Forward Cross Beam 420 Upper Rear Cross Beam 422 Lower Forward Cross Beam 424 Lower Rear Cross Beam 426 Upper Left Rod 430 Upper Right Rod 432 Lower Left Rod 434 Lower Right Rod 436 Lower Cross Beam Bracket 438 Upper Cross Beam Bracket 440 Support Cross Beam Brace (s) 450 Rear Support Cross Beam 452 Forward Support Cross Beam 454 Left Support Rod 456 Right Support Rod 458 Rear Right Tower Pole 500 Rear Right Tower Pole Top 502 Rear Right Tower Pole Bottom 504 Rear Right Tower Pole Height 506 Rear Left Tower Pole 510 Rear Left Tower Pole Top 512 Rear Left Tower Pole Bottom 514 Rear Left Tower Pole Height 516 Lower Left Horizontal Brace 520 Lower Right Horizontal Brace 522 Lower Left Horizontal Brace Clamp 524 Lower Right Horizontal Brace Clamp 526 Upper Left Horizontal Brace 530 Upper Right Horizontal Brace 532 Upper Left Horizontal Brace Clamp 534 Upper Right Horizontal Brace Clamp 536 Man Basket Forward Cross Bracket 540 Man Basket Rear Cross Bracket 542 Man Basket Chains 543 Man Basket Forward Cross Bracket Left End 544 Man Basket Forward Cross Bracket Right End 545 Man Basket Rear Cross Bracket Left End 546 Man Basket Rear Cross Bracket Right End 547 Man Basket Floor 550 Man Basket Horizontal Rail 552 Man Basket Vertical Rail 554
(140) Those skilled in the art will understand how to make changes and modifications to the disclosed embodiments to meet their specific requirements or conditions. Changes and modifications may be made without departing from the scope and spirit of the invention. It is understood that use of the singular embraces the plural and vice versa. In addition, the steps of any method described herein may be performed in any suitable order and steps may be performed simultaneously if needed.
(141) Terms of degree such as “generally”, “substantially”, “about” and “approximately” as used herein mean a reasonable amount of deviation of the modified term such that the end result is not significantly changed. For example, these terms can be construed as including a deviation of at least ±5% of the modified term if this deviation would not negate the meaning of the word it modifies. In addition, the steps of the methods described herein can be performed in any suitable order, including simultaneously.