US20090232623A1 - Roof hoist - Google Patents
Roof hoist Download PDFInfo
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- US20090232623A1 US20090232623A1 US12/046,412 US4641208A US2009232623A1 US 20090232623 A1 US20090232623 A1 US 20090232623A1 US 4641208 A US4641208 A US 4641208A US 2009232623 A1 US2009232623 A1 US 2009232623A1
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- roof
- beams
- hooks
- hook
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
- B66C1/24—Single members engaging the loads from one side only
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/163—Jacks specially adapted for working-up building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
- E04G23/065—Lifting of buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
Definitions
- the specification relates generally to construction, and specifically to a roof hoist.
- the construction of houses and other dwellings is an old and well-known art.
- the assembly of roofs on such dwellings poses several challenges, however.
- the construction of the roof is often delayed until the top story of the dwelling is at least partially completed in order to provide support for the roof.
- This results in increased construction time since no progress can be made on the roof until a certain stage of the dwelling construction is reached.
- building the roof generally requires workers to operate at significant heights, increasing the changes of injury in case of a fall.
- the roof generally begins as little more than a frame, providing scarce and unequal footing during the early stages of its construction.
- U.S. Pat. No. 6,253,504 (Cohen) describes a roof which may be secured to a hook using rope or cable. The roof may then be lifted onto a dwelling. This approach presents the difficulty of fitting the ropes or cables around a roof, as well as the difficulty of removing the ropes or cables once the roof has been set onto the dwelling.
- An aspect of this specification provides an apparatus for lifting a roof, the apparatus having a plurality of hooks, each hook comprising a roof support member having a first end and a second end, the first end configured to extend underneath at least a portion of an edge of the roof, a stem, extending from the second end of the roof support member, the stem including a lift point; each of the hooks being arrangeable at the periphery of the roof to support at least a portion of the roof.
- a further aspect of this specification provides a method for lifting a roof onto a dwelling, comprising positioning a roof hoist over the roof, the roof hoist having a plurality of hooks, each hook comprising a roof support member having a first end and a second end, the first end configured to extend underneath at least a portion of an edge of the roof; and a stem, extending from the second end of the roof support member, the stem including a lift point; engaging each of the plurality of hooks with a portion of the roof, operating the roof hoist to lift the roof via the plurality of hooks coupled thereto; and placing the roof on the dwelling.
- a still further aspect of this specification provides an apparatus for lifting a roof, the apparatus having at least one connector, each connector comprising a first member having at least one wheel; a second member having at least one wheel; the first member being configured to receive a portion of a first beam; the second member being configured to receive a portion of a second beam; and the first member being stackably coupled to the second member, the first member and the second member thereby defining an intersection between the first beam and the second beam, when the first beam and the second beam are received in the first member and the second member respectively, the intersection being moveable along the first beam and the second beam by the at least one wheel of the first member and the at least one wheel of the second member.
- FIGS. 1-3 depict a hoist according to a non-limiting embodiment, the hoist being positioned over a roof and being used to lift the roof,
- FIG. 4 depicts a hoist according to a non-limiting embodiment lifting a roof
- FIG. 5 depicts an isometric view of the hoist of FIG. 4 , according to a non-limiting embodiment
- FIGS. 6-7 depict the interaction between a leg of the hoist of FIG. 4 and the top of the hoist of FIG. 4 , according to a non-limiting embodiment
- FIGS. 8-9 depict isometric and side views of a hook of the hoist of FIG. 4 , according to a non-limiting embodiment
- FIGS. 10-11 depict isometric and side views of a tension connector of the hoist of FIG. 4 , according to a non-limiting embodiment.
- FIGS. 12-13 depict isometric and side views of a compression connector of the hoist of FIG. 4 , according to a non-limiting embodiment.
- FIG. 1 depicts a roof hoist, indicated generally at 10 .
- Roof hoist 10 includes a frame 14 .
- Frame 14 is moveable along the ground, for example via a plurality of wheels 18 , and may be positioned over a roof 22 as depicted in FIG. 2 .
- the positioning of roof hoist 10 over roof 22 may be done after the construction of roof 22 is substantially completed.
- Roof hoist 10 also includes a plurality of hooks 26 , which will be described in greater detail below, suspended from frame 14 by suspension lines 30 .
- Suspension lines 30 may be cables, straps, ropes, or any other suitable suspension means.
- a portion of each hook 26 is slideable underneath roof 22 , thereby engaging a portion of roof 22 .
- Roof 22 is thus supported by the plurality of hooks 26 .
- Roof 22 may rest on beams or posts 34 , in order to raise roof 22 slightly from the ground and facilitate the positioning of hooks 26 .
- suspension lines 30 may be connected to roof hoist 10 via winches (not shown) and the like for lifting roof 22 via suspension lines 30 .
- suspension lines 30 may be connected directly to roof hoist 10 without the use of winches.
- Frame 14 includes a top portion 38 supported by a plurality of legs 42 .
- the distance between at least one pair of neighboring legs 42 is preferably large enough to allow at least that pair of legs 42 to straddle roof 22 , facilitating the positioning of roof hoist 10 over roof 22 .
- Hooks 26 are suspended by suspension lines 30 from top portion 38 .
- Legs 42 support top portion 38 , and therefore suspension lines 30 and hooks 26 , while roof hoist 10 is being positioned over roof 22 .
- the plurality of wheels 18 on each leg 42 allow roof hoist 10 to be moved as a whole in order to position it correctly over roof 22 .
- Hooks 26 extend partially underneath roof 22 to support the weight of roof 22 .
- An overhead lifting mechanism 46 such as the hook of a gantry crane, is coupled to top portion 38 and lifts top portion 38 from legs 42 once hooks 26 have engaged roof 22 and roof 22 is ready for lifting. Once lifted from either the ground or from beams or posts 34 , roof 22 may then be deposited on a dwelling, and hooks 26 may be removed. Top portion 38 may then be lowered back onto legs 42 by overhead lifting mechanism 46 , in preparation for lifting a further roof 22 .
- Top portion 38 includes a set of three substantially parallel beams 50 a , 50 b and 50 c , generically referred to herein as a beam 50 , and collectively, as beams 50 .
- top portion 38 also includes a set of three transverse beams 54 a , 54 b and 54 c , generically referred to as a transverse beam 54 , and collectively, as transverse beams 54 .
- Transverse beams 54 are substantially perpendicular to beams 50 .
- Beams 50 lie substantially in a first plane, and transverse beams 54 lie substantially in a second plane which is parallel to the first plane and at a different elevation than the first plane.
- beams 50 are arranged to lie on top of transverse beams 54 , although it will be understood that transverse beams 54 could alternatively lie on top of beams 50 .
- a higher or lower number of beams 50 are also envisioned, in combination with either a higher or lower number of transverse beams 54 .
- Top portion 38 is supported in some embodiments on legs 42 located near each end of beams 50 a and 50 c , though it will be noted that top portion 38 may alternatively be supported by legs 42 located near each end of transverse beams 54 a and 54 c . Additionally, supporting legs 42 may be located at any suitable combination of the ends of beams 50 a and 50 c and transverse beams 54 a and 54 c . In the event that varying numbers of beams 50 and transverse beams 54 are used, legs 42 may be located near the ends of any combination of beams 50 and transverse beams 54 which provides suitably stable support for top portion 38 .
- overhead lifting mechanism 46 is coupled to beams 50 a and 50 c of top portion 38 , though it will be understood that overhead lifting mechanism 46 may also be coupled to transverse beams 54 a and 54 c , or to any suitable combination of beams 50 and transverse beams 54 .
- beams 50 and transverse beams 54 intersect near the periphery of top portion 38 , for example the intersection between beam 50 a and transverse beam 54 a , beams 50 and transverse beams 54 are coupled to each other by tension connectors 58 or compression connectors 62 .
- Tension connectors 58 and compression connectors 62 will be described in detail below. Intersections located away from the periphery of top portion 34 , such as the intersection between beam 50 b and transverse beam 54 b , may not require connectors, but it will be understood that tension connectors 58 or compression connectors 62 could nevertheless be applied in other embodiments.
- tension connectors 58 or compression connectors 62 may not be necessary at all peripheral intersections between beams 50 and transverse beams 54 .
- Tension connectors 58 or compression connectors 62 may be applied to any combination of intersections which provides sufficient structural integrity to top portion 38 , as will be discussed below.
- tension connectors 58 are used to couple beams 50 a and 50 c to each of transverse beams 54 .
- transverse beams 54 are supported via tension connectors 58 by beams 50 a and 50 c , which are in turn supported by legs 42 .
- Beam 50 b is not supported by legs 42 and therefore does not support transverse beams 54 . Rather, beam 50 b is coupled to transverse beams 54 a and 54 c by compression connectors 62 , and is therefore supported via compression connectors 62 by transverse beams 54 a and 54 c .
- additional beams 50 may be added between beams 50 a and 50 c which may be supported via compression connectors 62 by transverse beams 54 .
- additional transverse beams 54 may be added between transverse beams 54 a and 54 c which may be supported via tension connectors 58 by beams 50 a and 50 c .
- any combination of beams 50 , transverse beams 54 , tension connectors 58 and compression connectors 62 which provides support for all beams 50 and transverse beams 54 via legs 42 or via other beams 50 or transverse beams 54 , may be used for top portion 38 .
- top portion 38 is thus held together by forces of compression and tension, and that no other fastening means are necessary, though fasteners may be used nevertheless.
- Hooks 26 are suspended from beams 50 and transverse beams 54 by suspension lines 30 . It will be understood that other configurations of hooks 26 hanging from top portion 38 may also be used in addition to the configuration depicted in FIG. 5 .
- each leg 42 includes a centre post 66 , a substantially horizontal cruciform base 70 , and four buttress members 74 .
- An end of centre post 66 is joined to base 70 near the centre of base 70 .
- Centre post 66 therefore extends substantially vertically from base 70 .
- Four buttress members 74 are connected to base 70 and centre post 66 .
- Each buttress member 74 extends from an extremity of base 70 to a point along the length of centre post 66 .
- Four wheels 18 are disposed on the underside of base 70 , with one wheel 18 being located on each extremity of base 70 . Wheels 18 may be swivelably mounted on base 70 , allowing leg 42 to be rolled in any direction.
- buttress members 74 may be varied, or buttress members 74 may be omitted altogether in further embodiments.
- the dimensions of centre post 66 may be varied, and centre post 66 may also be replaced with a plurality of posts, which may be coupled to each other by base 70 or other connecting means, such as struts. Base 70 may therefore be omitted entirely if centre post 66 or multiple posts provide sufficient surface area to allow for the mounting of wheels 18 . Varying numbers of wheels 18 are also contemplated, insofar as wheels 18 provide a stable base of support for each leg 42 .
- FIGS. 6 and 7 the connection between a portion of beam 50 a and leg 42 is described. It will be understood that similar connections between legs 42 and other portions of beam 50 a or other beams 50 or transverse beams 54 , are also contemplated.
- An end of beam 50 a is depicted in FIG. 6 .
- Beam 50 a and likewise beams 50 and transverse beams 54 , may have a truss structure as depicted in FIG. 6 , or any other suitable load-bearing structure, such as a hollow structure of various cross sectional shapes, or a solid structure of various cross sectional shapes, for example an I-shaped structure.
- an upper end of leg 42 depicted in FIG.
- cradle 78 may have a U-shaped structure, but in other embodiments cradle 78 may also have any suitable structure for receiving a portion of beam 50 a , such as a V-shaped structure or a semi-circular structure.
- Cradle 78 receives a portion of beam 50 a and beam 50 a may be fixed to cradle 78 by a pair of bands 82 .
- Bands 82 may be nylon ratchet bands which engage holes (not shown) in cradle 78 via a hook (not shown) at each end of each band 82 .
- bands 82 may also be other means suitable for fastening beam 50 a to cradle 78 , such as U-bolts, rope and the like. Further, in some embodiments where beam 50 a has a truss structure, bands 82 may be replaced by struts (not shown) extending through beam 50 a from one side of cradle 78 to another.
- Hook 26 is depicted in FIGS. 8 and 9 , and includes a roof support member 86 , and a stem 90 which lies in substantially the same plane as roof support member 86 .
- Stem 90 has a joining section 94 and an inclined section 98 .
- Joining section 94 extends substantially perpendicularly from an end of roof support member 86 .
- positions will be defined in relation to the connection between roof support member 86 and joining section 94 . Where applicable, positions closer to the connection between roof support member 86 and joining section 94 will be referred to as proximal. Positions further from the connection between roof support member 86 and joining section 94 will be referred to as distal.
- Inclined section 98 extends from the distal end of joining section 94 and includes a loop 102 near the distal end of inclined section 98 .
- Loop 102 may be any suitable connecting structure for receiving a suspension line 30 .
- Inclined section 98 is angled in relation to joining section 94 in order to extend over roof support member 86 .
- loop 102 may be substantially in vertical alignment with the distal end of roof support member 86 .
- the weight of a portion of roof 22 will be transmitted to loop 102 from the distal end of roof support member 86 via roof support member 86 and stem 90 . Therefore, the vertical alignment of loop 102 with the distal end of roof support member 86 prevents the generation of a moment of force on hook 26 , which could result in an undesired rotational movement of hook 26 about loop 102 .
- Hook 26 also includes a roof contact member 106 located near the distal end of roof support member 86 .
- roof contact member 106 may be an elongated L-shaped bar, having a substantially horizontal section 106 a , and a substantially vertical section 106 b extending from the distal edge of the horizontal section.
- a portion of horizontal section 106 a may be connected to the upper surface 110 of roof support member 86 .
- the connection between horizontal section 106 a and upper surface 110 may be located near the middle of horizontal section 106 a , such that roof contact member 106 is substantially symmetrical on either side of roof support member 86 .
- roof contact member 106 may be omitted in other embodiments, and vertical section 106 b may simply be connected to the distal face 114 , depicted in FIG. 8 , of roof support member 86 .
- roof contact member 106 may include at least one substantially downwardly extending protrusion, for example a pair of posts 118 .
- Posts 118 are disposed near the ends of roof contact member 106 , and provide a wider base of support for hook 26 .
- Posts 118 thus allow hook 26 to be placed on the ground underneath a portion of roof 22 without falling or shifting positions.
- Posts 118 may extend downwardly beyond the underside of roof support member 86 in some embodiments.
- a foot 122 depicted in FIG. 8 , may therefore be provided extending downwardly from the underside of the proximal end of roof support member 86 .
- the bottom surfaces of posts 118 and foot 122 lie in substantially the same plane, providing a stable, substantially horizontal base of support for hook 26 .
- foot 122 may be omitted, causing hook 26 to rest on the ground at a slight incline.
- foot 122 may be omitted and the length of posts 118 or the thickness or angle of roof support member 86 may be altered in such a way that the bottom ends of posts 118 line up substantially horizontally with the underside of the proximal end of roof support member 86 .
- vertical section 106 b of roof contact member 106 includes three lips 126 extending towards stem 90 from the upper edge of vertical section 106 b .
- Lips 126 are disposed substantially symmetrically along the length of vertical section 106 b . It will be understood, however, that other embodiments may have more or less than three lips 126 extending along varying portions of the length of vertical section 106 b , and that lips 126 need not be symmetrically arranged.
- Lips 126 contact a structural member 130 of roof 22 , as depicted in FIG. 9 , thus transferring a portion of the weight of roof 22 to roof support member 86 , through stem 90 and to roof hoist 10 via suspending line 30 .
- a plurality of lag screws may extend through a plurality of openings 128 in lips 126 to engage structural member 130 and prevent structural member 130 from shifting on vertical section 106 b .
- lips 126 may be omitted and structural member 130 may simply rest on the upper edge of vertical section 106 b.
- Tension connector 58 of the roof hoist 10 is depicted according to a non-limiting embodiment.
- Tension connector 58 includes two wheel assemblies 134 a and 134 b , referred to generically as wheel assembly 134 and collectively as wheel assemblies 134 .
- Wheel assembly 134 a includes four wheels 138 a , 138 b , 138 c and 138 d , referred to generically as wheel 138 , and collectively as wheels 138 .
- Wheels 138 a and 138 b are substantially coaxial, as are wheels 138 c and 138 d .
- wheels 138 a and 138 c are substantially parallel, as are wheels 138 b and 138 d .
- a pair of tracks 142 extend from wheel assembly 134 a , with one track 142 lying in substantially the same plane as the outside surfaces 146 of wheels 138 a and 138 c , and the other track 142 lying in substantially the same plane as the outside surfaces (not shown) of wheels 138 b and 138 d .
- Tracks 142 define a channel into which a portion of beam 50 is received.
- the alignment of wheels 138 as described above defines two lines of contact along a surface of the received beam 50 .
- Wheel assembly 134 a is therefore configured to roll along the length of beam 50 , while tracks 142 prevent undesired width-wise motion of wheel assembly 134 a on beam 50 .
- wheel assembly 134 b is substantially identical to wheel assembly 134 a .
- Wheel assembly 134 b includes four wheels 138 having a substantially identical configuration to wheels 138 a , 138 b , 138 c and 138 d as described with reference to wheel assembly 134 a .
- Wheel assembly 134 b is inverted and rotated by approximately 90° in relation to wheel assembly 134 a .
- wheel assembly 134 b may be rotated by an angle other than approximately 90° relative to wheel assembly 134 a .
- a portion of transverse beam 54 is received within the channel defined by tracks 142 of wheel assembly 134 b , and wheels 138 of wheel assembly 134 b allow wheel assembly 134 b to roll along the length of beam 54 .
- Wheel assemblies 134 are substantially in vertical alignment, as depicted in FIGS. 10 and 11 , and are coupled to each other by a plurality of posts 150 .
- Posts 150 are sufficiently distanced to allow beam 50 and transverse beam 54 to pass therebetween.
- the configuration of wheel assemblies 134 within tension connector 58 allows tension connector 58 to receive both beam 50 and transverse beam 54 between wheel assemblies 134 .
- Tension connector 58 thus creates an intersection between beam 50 and transverse beam 54 , in which beam 50 and transverse beam 54 are coupled substantially perpendicularly to each other.
- beam 50 and transverse beam 54 may be coupled in non-perpendicular orientations.
- Wheel assembly 134 a rests on the upper surface of beam 50 , while wheel assembly 134 b is suspended from wheel assembly 134 a and contacts the lower surface of transverse beam 54 .
- transverse beam 54 is supported by beam 50 via tension connector 58 .
- the intersection between beam 50 and transverse beam 54 may be moved along the length of beam 50 or transverse beam 54 by rolling wheel assemblies 134 along beam 50 or transverse beam 54 .
- tension connector 58 may be used.
- various numbers of wheels 138 may be used in wheel assemblies 134 .
- Wheel assemblies 134 may be coupled to each other using various numbers of posts 150 , or posts 150 may be replaced by other connecting means suitable for tension loading such as cables or ropes.
- transverse beam 54 need not be supported by beam 50 . Rather, beam 50 may be supported by transverse beam 54 in an alternative configuration of top portion 38 .
- Compression connector 62 according to a non-limiting embodiment is depicted in FIGS. 12 and 13 .
- Compression connector 62 like tension connector 58 , includes two wheel assemblies 134 a and 134 b having the configurations as described above with reference to FIGS. 10 and 11 .
- Each wheel assembly 134 of compression connector 62 therefore includes four wheels 138 , which are configured as described with reference to FIGS. 10 and 11 .
- each wheel assembly 134 also includes a pair of tracks 142 which provide channels able to receive portions of beam 50 or transverse beam 54 .
- Wheel assembly 134 b of compression connector 62 is substantially identical to wheel assembly 134 a of compression connector 62 , and is inverted and rotated by approximately 90° as depicted in FIGS. 12 and 13 .
- Wheel assemblies 134 are in substantially vertical alignment, and may be substantially adjacent to each other in some embodiments, as depicted in FIGS. 12 and 13 . It will be understood, however, that wheel assemblies 134 may also be separated by varying distances. Wheel assemblies 134 may be coupled to each other by one or more plates 154 in some embodiments. Wheel assembly 134 a receives between tracks 142 a portion of the underside of beam 50 , while wheel assembly 134 b receives between tracks 142 a portion of the upper side of transverse beam 54 . A cover 158 may be coupled to wheel assembly 134 a by connectors 162 in order to prevent beam 50 from lifting away from wheel assembly 134 a .
- Wheel assemblies 134 are thus located adjacent to each other and in between beam 50 and transverse beam 54 .
- Transverse beam 54 is thus supporting beam 50 via compression connector 62 at a moveable intersection, for example the intersection between beam 50 b and transverse beam 54 a as depicted earlier in FIG. 5 .
- Beam 50 and transverse beam 54 are coupled substantially perpendicularly to each other at the intersection, although it will be appreciated that non-perpendicular orientations may be used in other non-limiting embodiments.
- a cover may be coupled to wheel assembly 134 a by connectors 162 in order to prevent beam 50 from lifting away from wheel assembly 134 a .
- transverse beam 54 may alternatively be supported by beam 50 .
- wheel assemblies 134 may include higher or lower numbers of wheels 138 in any suitable arrangement which facilitates the movement of wheel assemblies 134 along the length of beam 50 or transverse beam 54 .
- roof hoist 10 is positioned over a roof 22 .
- Roof 22 may be substantially completed—including heating, ventilation and air conditioning (HVAC), electrical and mechanical installations—or may be at any other desired stage of construction.
- HVAC heating, ventilation and air conditioning
- hooks 26 suspended from beams 50 and transverse beams 54 by suspension lines 30 are engaged with roof 22 by sliding roof support members 86 underneath portions of roof 22 , as depicted in FIG. 2 .
- Roof contact members 106 may also be engaged with structural members 130 of roof 22 , as depicted in FIG. 9 .
- roof 22 may be lifted by shortening suspension lines 30 , as depicted in FIG. 3 .
- bands 82 depicted in FIG. 7 may be removed to decouple beams 50 from legs 42 .
- Overhead lifting mechanism 46 may then be used to lift top portion 38 , and roof 22 with it, from legs 42 , as depicted in FIG. 4 .
- Roof 22 may then be maneuvered by overhead lifting mechanism 46 to position roof 22 over a dwelling which has reached a desired stage of construction. Roof 22 may be lowered onto the dwelling, and hooks 26 may be removed.
- Overhead lifting mechanism 46 may then deposit top portion 38 back onto legs 42 , where bands 82 may be used to couple top portion 38 with legs 42 .
- Roof hoist 10 is then ready to be positioned over a further roof 22 .
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- Structural Engineering (AREA)
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Abstract
According to embodiments described in the specification, an apparatus and method for lifting a roof onto a dwelling. A roof hoist with hooks and a frame is provided. Each hook is configured to slide under a portion of a roof and thereby support a portion of the weight of the roof. The frame is provided with locomotion means to facilitate positioning over a roof. A portion of the frame may be removed and lifted with the roof by overhead lifting means. The hooks are attached to the removeable portion of the frame. The roof may be deposited on a dwelling, and the hooks may then be disengaged. The removeable portion of the frame, along with the hooks, may be then be lowered and recoupled with the remainder of the frame.
Description
- The specification relates generally to construction, and specifically to a roof hoist.
- The construction of houses and other dwellings is an old and well-known art. The assembly of roofs on such dwellings poses several challenges, however. For instance, the construction of the roof is often delayed until the top story of the dwelling is at least partially completed in order to provide support for the roof. This results in increased construction time, since no progress can be made on the roof until a certain stage of the dwelling construction is reached. Further, building the roof generally requires workers to operate at significant heights, increasing the changes of injury in case of a fall. Compounding the problem, the roof generally begins as little more than a frame, providing scarce and unequal footing during the early stages of its construction.
- It can therefore be desired to build a roof separately from the dwelling and later set it onto the dwelling. U.S. Pat. No. 6,253,504 (Cohen) describes a roof which may be secured to a hook using rope or cable. The roof may then be lifted onto a dwelling. This approach presents the difficulty of fitting the ropes or cables around a roof, as well as the difficulty of removing the ropes or cables once the roof has been set onto the dwelling.
- An aspect of this specification provides an apparatus for lifting a roof, the apparatus having a plurality of hooks, each hook comprising a roof support member having a first end and a second end, the first end configured to extend underneath at least a portion of an edge of the roof, a stem, extending from the second end of the roof support member, the stem including a lift point; each of the hooks being arrangeable at the periphery of the roof to support at least a portion of the roof.
- A further aspect of this specification provides a method for lifting a roof onto a dwelling, comprising positioning a roof hoist over the roof, the roof hoist having a plurality of hooks, each hook comprising a roof support member having a first end and a second end, the first end configured to extend underneath at least a portion of an edge of the roof; and a stem, extending from the second end of the roof support member, the stem including a lift point; engaging each of the plurality of hooks with a portion of the roof, operating the roof hoist to lift the roof via the plurality of hooks coupled thereto; and placing the roof on the dwelling.
- A still further aspect of this specification provides an apparatus for lifting a roof, the apparatus having at least one connector, each connector comprising a first member having at least one wheel; a second member having at least one wheel; the first member being configured to receive a portion of a first beam; the second member being configured to receive a portion of a second beam; and the first member being stackably coupled to the second member, the first member and the second member thereby defining an intersection between the first beam and the second beam, when the first beam and the second beam are received in the first member and the second member respectively, the intersection being moveable along the first beam and the second beam by the at least one wheel of the first member and the at least one wheel of the second member.
- Embodiments are described with reference to the following figures, in which:
-
FIGS. 1-3 depict a hoist according to a non-limiting embodiment, the hoist being positioned over a roof and being used to lift the roof, -
FIG. 4 depicts a hoist according to a non-limiting embodiment lifting a roof; -
FIG. 5 depicts an isometric view of the hoist ofFIG. 4 , according to a non-limiting embodiment; -
FIGS. 6-7 depict the interaction between a leg of the hoist ofFIG. 4 and the top of the hoist ofFIG. 4 , according to a non-limiting embodiment; -
FIGS. 8-9 depict isometric and side views of a hook of the hoist ofFIG. 4 , according to a non-limiting embodiment; -
FIGS. 10-11 depict isometric and side views of a tension connector of the hoist ofFIG. 4 , according to a non-limiting embodiment; and -
FIGS. 12-13 depict isometric and side views of a compression connector of the hoist ofFIG. 4 , according to a non-limiting embodiment. -
FIG. 1 depicts a roof hoist, indicated generally at 10.Roof hoist 10 includes aframe 14.Frame 14 is moveable along the ground, for example via a plurality ofwheels 18, and may be positioned over aroof 22 as depicted inFIG. 2 . The positioning of roof hoist 10 overroof 22 may be done after the construction ofroof 22 is substantially completed.Roof hoist 10 also includes a plurality ofhooks 26, which will be described in greater detail below, suspended fromframe 14 bysuspension lines 30.Suspension lines 30 may be cables, straps, ropes, or any other suitable suspension means. A portion of eachhook 26 is slideable underneathroof 22, thereby engaging a portion ofroof 22.Roof 22 is thus supported by the plurality ofhooks 26.Roof 22 may rest on beams orposts 34, in order to raiseroof 22 slightly from the ground and facilitate the positioning ofhooks 26. -
Roof 22 may then be lifted from the ground, the weight ofroof 22 being supported byframe 14 viasuspension lines 30 andhooks 26. As depicted inFIG. 3 , in some non-limiting embodiments,suspension lines 30 may be connected to roof hoist 10 via winches (not shown) and the like for liftingroof 22 viasuspension lines 30. In other non-limiting embodiments, described in greater detail below,suspension lines 30 may be connected directly to roof hoist 10 without the use of winches. - Referring now to
FIG. 4 , roof hoist 10lifting roof 22 is depicted according to a non-limiting embodiment.Frame 14 includes atop portion 38 supported by a plurality oflegs 42. The distance between at least one pair of neighboringlegs 42 is preferably large enough to allow at least that pair oflegs 42 to straddleroof 22, facilitating the positioning of roof hoist 10 overroof 22.Hooks 26 are suspended bysuspension lines 30 fromtop portion 38. Legs 42 supporttop portion 38, and thereforesuspension lines 30 andhooks 26, while roof hoist 10 is being positioned overroof 22. The plurality ofwheels 18 on eachleg 42 allow roof hoist 10 to be moved as a whole in order to position it correctly overroof 22.Hooks 26 extend partially underneathroof 22 to support the weight ofroof 22. Anoverhead lifting mechanism 46, such as the hook of a gantry crane, is coupled totop portion 38 and liftstop portion 38 fromlegs 42 oncehooks 26 have engagedroof 22 androof 22 is ready for lifting. Once lifted from either the ground or from beams orposts 34,roof 22 may then be deposited on a dwelling, andhooks 26 may be removed.Top portion 38 may then be lowered back ontolegs 42 byoverhead lifting mechanism 46, in preparation for lifting afurther roof 22. - Referring now to
FIG. 5 ,roof hoist 10 is depicted, according to a non-limiting embodiment.Top portion 38 includes a set of three substantially 50 a, 50 b and 50 c, generically referred to herein as aparallel beams beam 50, and collectively, asbeams 50. In some embodiments,top portion 38 also includes a set of three 54 a, 54 b and 54 c, generically referred to as atransverse beams transverse beam 54, and collectively, astransverse beams 54.Transverse beams 54 are substantially perpendicular tobeams 50.Beams 50 lie substantially in a first plane, andtransverse beams 54 lie substantially in a second plane which is parallel to the first plane and at a different elevation than the first plane. In effect, as depicted inFIG. 5 ,beams 50 are arranged to lie on top oftransverse beams 54, although it will be understood thattransverse beams 54 could alternatively lie on top ofbeams 50. In addition, it will be understood that a higher or lower number ofbeams 50 are also envisioned, in combination with either a higher or lower number oftransverse beams 54. -
Top portion 38 is supported in some embodiments onlegs 42 located near each end of 50 a and 50 c, though it will be noted thatbeams top portion 38 may alternatively be supported bylegs 42 located near each end of 54 a and 54 c. Additionally, supportingtransverse beams legs 42 may be located at any suitable combination of the ends of 50 a and 50 c andbeams 54 a and 54 c. In the event that varying numbers oftransverse beams beams 50 andtransverse beams 54 are used,legs 42 may be located near the ends of any combination ofbeams 50 andtransverse beams 54 which provides suitably stable support fortop portion 38. - In some embodiments,
overhead lifting mechanism 46 is coupled to 50 a and 50 c ofbeams top portion 38, though it will be understood thatoverhead lifting mechanism 46 may also be coupled to 54 a and 54 c, or to any suitable combination oftransverse beams beams 50 andtransverse beams 54. - Where
beams 50 andtransverse beams 54 intersect near the periphery oftop portion 38, for example the intersection betweenbeam 50 a andtransverse beam 54 a,beams 50 andtransverse beams 54 are coupled to each other bytension connectors 58 orcompression connectors 62.Tension connectors 58 andcompression connectors 62 will be described in detail below. Intersections located away from the periphery oftop portion 34, such as the intersection betweenbeam 50 b andtransverse beam 54 b, may not require connectors, but it will be understood thattension connectors 58 orcompression connectors 62 could nevertheless be applied in other embodiments. In still other embodiments,tension connectors 58 orcompression connectors 62 may not be necessary at all peripheral intersections betweenbeams 50 andtransverse beams 54.Tension connectors 58 orcompression connectors 62 may be applied to any combination of intersections which provides sufficient structural integrity totop portion 38, as will be discussed below. - In some embodiments, as depicted in
FIG. 5 ,tension connectors 58 are used to couple 50 a and 50 c to each ofbeams transverse beams 54. Thus,transverse beams 54 are supported viatension connectors 58 by 50 a and 50 c, which are in turn supported bybeams legs 42.Beam 50 b is not supported bylegs 42 and therefore does not supporttransverse beams 54. Rather,beam 50 b is coupled to 54 a and 54 c bytransverse beams compression connectors 62, and is therefore supported viacompression connectors 62 by 54 a and 54 c. It will be noted thattransverse beams additional beams 50 may be added between 50 a and 50 c which may be supported viabeams compression connectors 62 bytransverse beams 54. Likewise, additionaltransverse beams 54 may be added between 54 a and 54 c which may be supported viatransverse beams tension connectors 58 by 50 a and 50 c. As noted above, any combination ofbeams beams 50,transverse beams 54,tension connectors 58 andcompression connectors 62, which provides support for allbeams 50 andtransverse beams 54 vialegs 42 or viaother beams 50 ortransverse beams 54, may be used fortop portion 38. Additionally, it will be understood thattop portion 38 is thus held together by forces of compression and tension, and that no other fastening means are necessary, though fasteners may be used nevertheless. -
Hooks 26 are suspended frombeams 50 andtransverse beams 54 bysuspension lines 30. It will be understood that other configurations ofhooks 26 hanging fromtop portion 38 may also be used in addition to the configuration depicted inFIG. 5 . - In some embodiments, as depicted in
FIG. 5 , eachleg 42 includes acentre post 66, a substantiallyhorizontal cruciform base 70, and four buttressmembers 74. An end ofcentre post 66 is joined tobase 70 near the centre ofbase 70. Centre post 66 therefore extends substantially vertically frombase 70. Four buttressmembers 74 are connected to base 70 andcentre post 66. Each buttressmember 74 extends from an extremity ofbase 70 to a point along the length ofcentre post 66. Fourwheels 18 are disposed on the underside ofbase 70, with onewheel 18 being located on each extremity ofbase 70.Wheels 18 may be swivelably mounted onbase 70, allowingleg 42 to be rolled in any direction. It will be understood that in other embodiments, the number of buttressmembers 74 may be varied, or buttressmembers 74 may be omitted altogether in further embodiments. Similarly, the dimensions ofcentre post 66 may be varied, and centre post 66 may also be replaced with a plurality of posts, which may be coupled to each other bybase 70 or other connecting means, such as struts.Base 70 may therefore be omitted entirely if centre post 66 or multiple posts provide sufficient surface area to allow for the mounting ofwheels 18. Varying numbers ofwheels 18 are also contemplated, insofar aswheels 18 provide a stable base of support for eachleg 42. - Referring now to
FIGS. 6 and 7 , the connection between a portion ofbeam 50 a andleg 42 is described. It will be understood that similar connections betweenlegs 42 and other portions ofbeam 50 a orother beams 50 ortransverse beams 54, are also contemplated. An end ofbeam 50 a is depicted inFIG. 6 .Beam 50 a, and likewise beams 50 andtransverse beams 54, may have a truss structure as depicted inFIG. 6 , or any other suitable load-bearing structure, such as a hollow structure of various cross sectional shapes, or a solid structure of various cross sectional shapes, for example an I-shaped structure. In any event, an upper end ofleg 42, depicted inFIG. 7 , bears acradle 78 andbeam 50 a is received incradle 78. In some embodiments,cradle 78 may have a U-shaped structure, but in other embodiments cradle 78 may also have any suitable structure for receiving a portion ofbeam 50 a, such as a V-shaped structure or a semi-circular structure.Cradle 78 receives a portion ofbeam 50 a andbeam 50 a may be fixed to cradle 78 by a pair ofbands 82.Bands 82 may be nylon ratchet bands which engage holes (not shown) incradle 78 via a hook (not shown) at each end of eachband 82.Beam 50 a is thus prevented from moving relative toleg 42. It will be understood thatbands 82 may also be other means suitable forfastening beam 50 a to cradle 78, such as U-bolts, rope and the like. Further, in some embodiments wherebeam 50 a has a truss structure,bands 82 may be replaced by struts (not shown) extending throughbeam 50 a from one side ofcradle 78 to another. -
Hook 26 is depicted inFIGS. 8 and 9 , and includes aroof support member 86, and astem 90 which lies in substantially the same plane asroof support member 86.Stem 90 has a joiningsection 94 and aninclined section 98. Joiningsection 94 extends substantially perpendicularly from an end ofroof support member 86. For the description which follows, positions will be defined in relation to the connection betweenroof support member 86 and joiningsection 94. Where applicable, positions closer to the connection betweenroof support member 86 and joiningsection 94 will be referred to as proximal. Positions further from the connection betweenroof support member 86 and joiningsection 94 will be referred to as distal. -
Inclined section 98 extends from the distal end of joiningsection 94 and includes aloop 102 near the distal end ofinclined section 98.Loop 102 may be any suitable connecting structure for receiving asuspension line 30.Inclined section 98 is angled in relation to joiningsection 94 in order to extend overroof support member 86. In some embodiments, as depicted inFIG. 9 ,loop 102 may be substantially in vertical alignment with the distal end ofroof support member 86. The weight of a portion ofroof 22 will be transmitted toloop 102 from the distal end ofroof support member 86 viaroof support member 86 andstem 90. Therefore, the vertical alignment ofloop 102 with the distal end ofroof support member 86 prevents the generation of a moment of force onhook 26, which could result in an undesired rotational movement ofhook 26 aboutloop 102. -
Hook 26 also includes aroof contact member 106 located near the distal end ofroof support member 86. In some embodiments, as depicted inFIGS. 8 and 9 ,roof contact member 106 may be an elongated L-shaped bar, having a substantiallyhorizontal section 106 a, and a substantiallyvertical section 106 b extending from the distal edge of the horizontal section. A portion ofhorizontal section 106 a may be connected to theupper surface 110 ofroof support member 86. The connection betweenhorizontal section 106 a andupper surface 110 may be located near the middle ofhorizontal section 106 a, such thatroof contact member 106 is substantially symmetrical on either side ofroof support member 86. It will be understood that other structures are possible forroof contact member 106. For example,horizontal section 106 a may be omitted in other embodiments, andvertical section 106 b may simply be connected to thedistal face 114, depicted inFIG. 8 , ofroof support member 86. - In some embodiments, as depicted in
FIGS. 8 and 9 ,roof contact member 106 may include at least one substantially downwardly extending protrusion, for example a pair ofposts 118.Posts 118 are disposed near the ends ofroof contact member 106, and provide a wider base of support forhook 26.Posts 118 thus allowhook 26 to be placed on the ground underneath a portion ofroof 22 without falling or shifting positions.Posts 118 may extend downwardly beyond the underside ofroof support member 86 in some embodiments. Afoot 122, depicted inFIG. 8 , may therefore be provided extending downwardly from the underside of the proximal end ofroof support member 86. The bottom surfaces ofposts 118 andfoot 122 lie in substantially the same plane, providing a stable, substantially horizontal base of support forhook 26. Alternatively, as depicted inFIG. 9 ,foot 122 may be omitted, causinghook 26 to rest on the ground at a slight incline. In still further embodiments (not shown),foot 122 may be omitted and the length ofposts 118 or the thickness or angle ofroof support member 86 may be altered in such a way that the bottom ends ofposts 118 line up substantially horizontally with the underside of the proximal end ofroof support member 86. - In some embodiments, as depicted in
FIG. 8 ,vertical section 106 b ofroof contact member 106 includes threelips 126 extending towardsstem 90 from the upper edge ofvertical section 106 b.Lips 126 are disposed substantially symmetrically along the length ofvertical section 106 b. It will be understood, however, that other embodiments may have more or less than threelips 126 extending along varying portions of the length ofvertical section 106 b, and thatlips 126 need not be symmetrically arranged.Lips 126 contact astructural member 130 ofroof 22, as depicted inFIG. 9 , thus transferring a portion of the weight ofroof 22 toroof support member 86, throughstem 90 and to roof hoist 10 via suspendingline 30. Additionally, a plurality of lag screws (not shown) may extend through a plurality ofopenings 128 inlips 126 to engagestructural member 130 and preventstructural member 130 from shifting onvertical section 106 b. In further embodiments,lips 126 may be omitted andstructural member 130 may simply rest on the upper edge ofvertical section 106 b. - Referring now to
FIGS. 10 and 11 ,tension connector 58 of the roof hoist 10 is depicted according to a non-limiting embodiment.Tension connector 58 includes two 134 a and 134 b, referred to generically as wheel assembly 134 and collectively as wheel assemblies 134.wheel assemblies Wheel assembly 134 a includes four 138 a, 138 b, 138 c and 138 d, referred to generically aswheels wheel 138, and collectively aswheels 138. 138 a and 138 b are substantially coaxial, as areWheels 138 c and 138 d. Additionally,wheels 138 a and 138 c are substantially parallel, as arewheels 138 b and 138 d. A pair ofwheels tracks 142 extend fromwheel assembly 134 a, with onetrack 142 lying in substantially the same plane as theoutside surfaces 146 of 138 a and 138 c, and thewheels other track 142 lying in substantially the same plane as the outside surfaces (not shown) of 138 b and 138 d.wheels Tracks 142 define a channel into which a portion ofbeam 50 is received. In addition, the alignment ofwheels 138 as described above defines two lines of contact along a surface of the receivedbeam 50.Wheel assembly 134 a is therefore configured to roll along the length ofbeam 50, whiletracks 142 prevent undesired width-wise motion ofwheel assembly 134 a onbeam 50. - In some embodiments, as depicted in
FIGS. 10 and 11 ,wheel assembly 134 b is substantially identical towheel assembly 134 a.Wheel assembly 134 b includes fourwheels 138 having a substantially identical configuration to 138 a, 138 b, 138 c and 138 d as described with reference towheels wheel assembly 134 a.Wheel assembly 134 b, however, is inverted and rotated by approximately 90° in relation towheel assembly 134 a. In other non-limiting embodiments,wheel assembly 134 b may be rotated by an angle other than approximately 90° relative towheel assembly 134 a. A portion oftransverse beam 54 is received within the channel defined bytracks 142 ofwheel assembly 134 b, andwheels 138 ofwheel assembly 134 b allowwheel assembly 134 b to roll along the length ofbeam 54. - Wheel assemblies 134 are substantially in vertical alignment, as depicted in
FIGS. 10 and 11 , and are coupled to each other by a plurality ofposts 150.Posts 150 are sufficiently distanced to allowbeam 50 andtransverse beam 54 to pass therebetween. The configuration of wheel assemblies 134 withintension connector 58 allowstension connector 58 to receive bothbeam 50 andtransverse beam 54 between wheel assemblies 134.Tension connector 58 thus creates an intersection betweenbeam 50 andtransverse beam 54, in whichbeam 50 andtransverse beam 54 are coupled substantially perpendicularly to each other. In other non-limiting embodiments,beam 50 andtransverse beam 54 may be coupled in non-perpendicular orientations.Wheel assembly 134 a rests on the upper surface ofbeam 50, whilewheel assembly 134 b is suspended fromwheel assembly 134 a and contacts the lower surface oftransverse beam 54. As was previously discussed with reference toFIG. 5 ,transverse beam 54 is supported bybeam 50 viatension connector 58. The intersection betweenbeam 50 andtransverse beam 54 may be moved along the length ofbeam 50 ortransverse beam 54 by rolling wheel assemblies 134 alongbeam 50 ortransverse beam 54. It will be noted that in other embodiments, variations upon the above-described structure oftension connector 58 may be used. For example, various numbers ofwheels 138 may be used in wheel assemblies 134. Wheel assemblies 134 may be coupled to each other using various numbers ofposts 150, orposts 150 may be replaced by other connecting means suitable for tension loading such as cables or ropes. As was discussed with reference toFIG. 5 ,transverse beam 54 need not be supported bybeam 50. Rather,beam 50 may be supported bytransverse beam 54 in an alternative configuration oftop portion 38. -
Compression connector 62 according to a non-limiting embodiment is depicted inFIGS. 12 and 13 .Compression connector 62, liketension connector 58, includes two 134 a and 134 b having the configurations as described above with reference towheel assemblies FIGS. 10 and 11 . Each wheel assembly 134 ofcompression connector 62 therefore includes fourwheels 138, which are configured as described with reference toFIGS. 10 and 11 . Further, each wheel assembly 134 also includes a pair oftracks 142 which provide channels able to receive portions ofbeam 50 ortransverse beam 54.Wheel assembly 134 b ofcompression connector 62 is substantially identical towheel assembly 134 a ofcompression connector 62, and is inverted and rotated by approximately 90° as depicted inFIGS. 12 and 13 . Angles of rotation other than 90° may also be used in other non-limiting embodiments. Wheel assemblies 134 are in substantially vertical alignment, and may be substantially adjacent to each other in some embodiments, as depicted inFIGS. 12 and 13 . It will be understood, however, that wheel assemblies 134 may also be separated by varying distances. Wheel assemblies 134 may be coupled to each other by one or more plates 154 in some embodiments.Wheel assembly 134 a receives between tracks 142 a portion of the underside ofbeam 50, whilewheel assembly 134 b receives between tracks 142 a portion of the upper side oftransverse beam 54. Acover 158 may be coupled towheel assembly 134 a byconnectors 162 in order to preventbeam 50 from lifting away fromwheel assembly 134 a. Wheel assemblies 134 are thus located adjacent to each other and in betweenbeam 50 andtransverse beam 54.Transverse beam 54 is thus supportingbeam 50 viacompression connector 62 at a moveable intersection, for example the intersection betweenbeam 50 b andtransverse beam 54 a as depicted earlier inFIG. 5 .Beam 50 andtransverse beam 54 are coupled substantially perpendicularly to each other at the intersection, although it will be appreciated that non-perpendicular orientations may be used in other non-limiting embodiments. A cover may be coupled towheel assembly 134 a byconnectors 162 in order to preventbeam 50 from lifting away fromwheel assembly 134 a. As withtension connector 58, it will be understood thattransverse beam 54 may alternatively be supported bybeam 50. Additionally, wheel assemblies 134 may include higher or lower numbers ofwheels 138 in any suitable arrangement which facilitates the movement of wheel assemblies 134 along the length ofbeam 50 ortransverse beam 54. - Referring back to
FIGS. 1 and 2 , in operation, roof hoist 10 is positioned over aroof 22.Roof 22 may be substantially completed—including heating, ventilation and air conditioning (HVAC), electrical and mechanical installations—or may be at any other desired stage of construction. Once roof hoist 10 is positioned overroof 22, hooks 26 suspended frombeams 50 andtransverse beams 54 bysuspension lines 30, are engaged withroof 22 by slidingroof support members 86 underneath portions ofroof 22, as depicted inFIG. 2 .Roof contact members 106 may also be engaged withstructural members 130 ofroof 22, as depicted inFIG. 9 . Withhooks 26 arranged at the perimeter ofroof 22 and extending underroof 22,roof 22 may be lifted by shorteningsuspension lines 30, as depicted inFIG. 3 . Alternatively,bands 82 depicted inFIG. 7 may be removed to decouplebeams 50 fromlegs 42.Overhead lifting mechanism 46 may then be used to lifttop portion 38, androof 22 with it, fromlegs 42, as depicted inFIG. 4 .Roof 22 may then be maneuvered byoverhead lifting mechanism 46 to positionroof 22 over a dwelling which has reached a desired stage of construction.Roof 22 may be lowered onto the dwelling, and hooks 26 may be removed.Overhead lifting mechanism 46 may then deposittop portion 38 back ontolegs 42, wherebands 82 may be used to coupletop portion 38 withlegs 42. Roof hoist 10 is then ready to be positioned over afurther roof 22. - Persons skilled in the art will appreciate that there are yet more alternative implementations and modifications possible for implementing the embodiments, and that the above implementations and examples are only illustrations of one or more embodiments. The scope, therefore, is only to be limited by the claims appended hereto.
Claims (18)
1. An apparatus for lifting a roof, the apparatus having a plurality of hooks, each hook comprising:
a roof support member having a first end and a second end, the first end configured to extend underneath at least a portion of an edge of the roof;
a stem, extending from the second end of the roof support member, the stem including a lift point;
each of the hooks being arrangeable at the periphery of the roof to support at least a portion of the roof.
2. The apparatus of claim 1 , wherein the lift point is an inverted U-shaped connector.
3. The apparatus of claim 1 , each hook further comprising:
a roof contact member extending from the first end of the roof support member, the roof contact member configured to contact a structural member of the roof.
4. The apparatus of claim 3 , each hook further comprising:
the roof contact member having at least one substantially downwardly extending protrusion for supporting the hook.
5. The apparatus of claim 4 , each hook further comprising:
at least one substantially downwardly extending foot near the second end of the roof support member, the at least one foot cooperating with the at least one protrusion to support the hook.
6. The apparatus of claim 3 , wherein the lift point is substantially vertically aligned with the roof contact member.
7. A method for lifting a roof onto a dwelling, comprising:
positioning a roof hoist over the roof, the roof hoist having a plurality of hooks, each hook comprising a roof support member having a first end and a second end, the first end configured to extend underneath at least a portion of an edge of the roof; and a stem, extending from the second end of the roof support member, the stem including a lift point;
engaging each of the plurality of hooks with a portion of the roof;
operating the roof hoist to lift the roof via the plurality of hooks coupled thereto; and
placing the roof on the dwelling.
8. An apparatus for lifting a roof, the apparatus having at least one connector, each connector comprising:
a first member having at least one wheel;
a second member having at least one wheel;
the first member being configured to receive a portion of a first beam;
the second member being configured to receive a portion of a second beam; and
the first member being stackably coupled to the second member, the first member and the second member thereby defining an intersection between the first beam and the second beam, when the first beam and the second beam are received in the first member and the second member respectively, the intersection being moveable along the first beam and the second beam by the at least one wheel of the first member and the at least one wheel of the second member.
9. The apparatus of claim 8 , wherein each connector is further configured to receive the first beam and the second beam between the stackably coupled first and second members, such that the second beam is supported on the second member by the first beam, via the first member coupled to the second member.
10. The apparatus of claim 8 , wherein each connector is further configured to receive the first beam and the second beam such that the first member and the second member are disposed between the received first beam and the received second beam, and the first beam is supported on the second beam via the first member coupled to the second member.
11. The apparatus of claim 8 , wherein each of the first member and the second member comprises a plurality of wheels disposed in a plurality of substantially parallel coaxial pairs.
12. The apparatus of claim 8 , wherein each of the first member and the second member comprises at least one track defining a channel for receiving the first beam or the second beam.
13. The apparatus of claim 8 , wherein the coupled first and second members are configured receive the first beam and the second beam substantially perpendicularly.
14. The apparatus of claim 8 , the apparatus comprising an element in a frame, the frame comprising:
a top portion;
support means for supporting the top portion;
the top portion having a first plurality of substantially coplanar, substantially parallel spaced apart beams, and a second plurality of substantially coplanar, substantially parallel spaced apart beams;
one of the first or second plurality of beams being disposed on top of the other of the first or second plurality of beams, thereby defining a plurality of intersections;
at each intersection, a beam of the first plurality of beams being moveably coupled to a beam of the second plurality of beams by a connector.
15. The apparatus of claim 14 , wherein the support means comprises a plurality of legs, each leg comprising:
a base member; and
at least one post extending upwardly to meet the top portion from the base member.
16. The apparatus of claim 14 , wherein the frame further comprises locomotion means.
17. The apparatus of claim 16 , wherein the locomotion means comprises a plurality of wheels connected to said base members of said legs.
18. The apparatus of claim 14 , wherein the first plurality of beams is substantially perpendicular to the second plurality of beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/046,412 US20090232623A1 (en) | 2008-03-11 | 2008-03-11 | Roof hoist |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/046,412 US20090232623A1 (en) | 2008-03-11 | 2008-03-11 | Roof hoist |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20090232623A1 true US20090232623A1 (en) | 2009-09-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/046,412 Abandoned US20090232623A1 (en) | 2008-03-11 | 2008-03-11 | Roof hoist |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20090232623A1 (en) |
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| US20110036048A1 (en) * | 2008-04-23 | 2011-02-17 | Lee Byung Hwa | Building that uses composite light-weight panels for structure and a construction method therefor |
| US20110078976A1 (en) * | 2009-10-02 | 2011-04-07 | Evaptech, Inc. | Tower construction method and apparatus |
| JP2017040069A (en) * | 2015-08-19 | 2017-02-23 | 太平電業株式会社 | Traveling heavy lifting device |
| IT201700089647A1 (en) * | 2017-08-03 | 2019-02-03 | Torino Politecnico | SYSTEM TO PREVENT THE COLLECTION OF A BUILDING, IN PARTICULAR A PREFABRICATED STRUCTURE IN REINFORCED CONCRETE, FOR LOSS OF SUPPORT OF AT LEAST ONE HORIZONTAL STRUCTURAL ELEMENT, AND ITS METHOD |
| CN111960251A (en) * | 2020-08-28 | 2020-11-20 | 江苏银环新材料科技有限公司 | Steel bar truss hoisting method and steel bar truss hoisting tool thereof |
| CN113389405A (en) * | 2021-06-22 | 2021-09-14 | 中国建筑第八工程局有限公司 | Integral moving and modifying structure and moving and modifying method for small and medium-sized ancient well structure |
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| EP4296453A1 (en) * | 2022-06-20 | 2023-12-27 | Bauer Holzbau GmbH | Device for loading and positioning prefabricated roof surface elements |
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2008
- 2008-03-11 US US12/046,412 patent/US20090232623A1/en not_active Abandoned
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| US20110036048A1 (en) * | 2008-04-23 | 2011-02-17 | Lee Byung Hwa | Building that uses composite light-weight panels for structure and a construction method therefor |
| US8607523B2 (en) * | 2008-04-23 | 2013-12-17 | Byung Hwa LEE | Building that uses composite light-weight panels for structure and a construction method therefor |
| US20110078976A1 (en) * | 2009-10-02 | 2011-04-07 | Evaptech, Inc. | Tower construction method and apparatus |
| WO2011041630A3 (en) * | 2009-10-02 | 2012-12-27 | Evaptech, Inc. | Tower construction method and apparatus |
| US8578680B2 (en) * | 2009-10-02 | 2013-11-12 | Evaptech, Inc. | Tower construction method and apparatus |
| JP2017040069A (en) * | 2015-08-19 | 2017-02-23 | 太平電業株式会社 | Traveling heavy lifting device |
| IT201700089647A1 (en) * | 2017-08-03 | 2019-02-03 | Torino Politecnico | SYSTEM TO PREVENT THE COLLECTION OF A BUILDING, IN PARTICULAR A PREFABRICATED STRUCTURE IN REINFORCED CONCRETE, FOR LOSS OF SUPPORT OF AT LEAST ONE HORIZONTAL STRUCTURAL ELEMENT, AND ITS METHOD |
| CN111960251A (en) * | 2020-08-28 | 2020-11-20 | 江苏银环新材料科技有限公司 | Steel bar truss hoisting method and steel bar truss hoisting tool thereof |
| CN113389405A (en) * | 2021-06-22 | 2021-09-14 | 中国建筑第八工程局有限公司 | Integral moving and modifying structure and moving and modifying method for small and medium-sized ancient well structure |
| EP4296453A1 (en) * | 2022-06-20 | 2023-12-27 | Bauer Holzbau GmbH | Device for loading and positioning prefabricated roof surface elements |
| CN117071913A (en) * | 2023-07-27 | 2023-11-17 | 山东金城建设有限公司 | Steel construction cantilever steel bar truss building carrier plate hanging die construction device |
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