Abstract: There is provided a drilling rig for use on a drilling platform, comprising a drilling mast having at least two segments and a feed carriage, said drilling mast being adapted to be constructed in such a manner that at least one segment is displaced upwardly by means of the feed carriage. A mounting method in accordance with the invention for a drilling mast having at least two segments comprises the following steps: fixing of a feed carriage, providing of a mast segment below the feed carriage, and displacing the mast segment upwardly by means of the feed carriage. Due to this, additional auxiliary devices for constructing the drilling mast are not required, and space may be saved.

Abstract: A method and an apparatus for a sectional mast assembly for erection and disassembly of a rig. The sectional mast assembly includes a bottom section having at least a back and a pair of opposed sides with each of the opposed sides having at least one pivoting ratchet support. A scoping dog assembly is moveable on a track on the bottom section. The scoping clog assembly includes wheels which engage the track and a pivoting ratchet support. A cylinder extends between the bottom section and the scoping dog assembly to move the scoping dog assembly on the track. The pivoting ratchet support of the scoping dog assembly engages each of the mast sections in sequence to raise the entire mast assembly.

Abstract: A method and a device for assembling a structure that is formed from several modules that are disposed on top of each other, e.g. a wind power plant. An auxiliary mast of modular construction is erected parallel to and laterally of the structure to be erected, wherein the length of an auxiliary mast module approximately corresponds to the length of a structural module. A respective auxiliary mast module is previously detachably connected to a respective structural module to form an overall module, such that the auxiliary mast module can accept the weight of the structural module. The overall modules that are each formed from one auxiliary mast module and one structural module are moved by means of the lifting gondola in an upward direction along the auxiliary mast of previously erected structural modules to the level of the assembly position.

Abstract: A tower lifting stand system and method is provided for use in lifting a large structure such as a transmission tower that is used in our power grid. A lifting mechanism engages a structure connected to the tower which work together to lift the tower once the lifting mechanism has been activated. Once the tower is lifted, a vertical extension section can be installed thus lifting the tower, and its associated power lines, vertically a predetermined distance.

Abstract: A telescopic mast system includes a telescopic mast comprising a plurality of telescopic mast sections and a drive mechanism for extending and retracting the telescopic mast sections. The drive mechanism includes a rigid chain having one end connected to a last one of the telescopic mast sections to move the telescopic mast sections and a plurality of guide plates cooperating with the telescopic mast sections to prevent buckling of the rigid chain.

Abstract: A method for installing rig structure (e.g. cabin, house, a doghouse) on a drilling rig, the method including: connecting support apparatus to a substructure of a drilling rig, supporting a drilling floor; moving a movement apparatus supporting a rig structure to position it adjacent the support apparatus, by moving movement apparatus on ground adjacent the substructure, moving the support apparatus into a connecting orientation with respect to the structure; connecting raising apparatus to the structure, the raising apparatus connected to the support apparatus; raising the structure up to the drill floor with the raising apparatus; and securing the structure to the support apparatus. This abstract is provided to comply with the rules requiring an abstract which will allow a searcher or other reader to quickly ascertain the subject matter of the technical disclosure and is submitted with the understanding that it will not be used to interpret or limit the scope or meaning of the claims, 37 C.F.R. 1.72(b).

Abstract: A method of erecting a pylon of a wind power installation is provided. The method includes providing a foundation and placing a plurality of height adjusting units on the foundation. The height adjusting units are made substantially from a plastic material. A load distribution ring is placed on the plurality of height adjusting units. The load distribution ring is straightened and leveled by adjustment of the height adjusting units. A gap between the foundation and the load distribution ring is filled with a grouting material. A pylon segment is placed on the load distribution ring after the grouting material has reached a predetermined strength.

Abstract: An extendable and retractable column which is formed from at least three linked sections or chains. The linked sections include a plurality of individual segments linked end to end. As the linked segments are extended, each of the individual segments of the linked chains engage individual segments of adjacent linked sections to form a column. As the linked sections are retracted, each of the individual segments of the linked sections disengage from the individual segment of the adjacent linked sections and the individual linked sections may be rolled up into a multi-sided form for compact storage.

Abstract: Systems and methods for rig assembly and for erecting a mast of a rig and such systems with roller apparatus to facilitate movement of a mast section from a mover. In a first embodiment, the method includes erecting a rig mast section on a substructure, the substructure including a first substructure box spaced-apart from a second substructure box, the first substructure box comprising a first upper box above a first lower box and the second substructure box comprising a second upper box above a second lower box.

Abstract: A tactical portable solar control system which can be modular, extremely resistant to destruction, capable of being assembled by a person without instructions, and which creates a small footprint when assembled.

Abstract: A telescoping tower comprises a plurality of telescoping tower sections, each tower section having a pressure member that engages with a respective pressure member on a respective tower section when the tower sections are moved from a nesting condition to an extended position, the engagement of the pressure members occurring at the overlap of the tower sections to increase stability of the telescoping tower and reduce unwanted play at the overlap regions.

Abstract: A method, a system, and a device for erecting a tower. The method comprises assembling proximate to the ground a base section, top section, and one or more intermediate sections of the tower into an assembled tower lying in a substantially horizontal first plane, the assembled tower comprising a top end including the top section and a bottom end including the base section. The method also includes orienting the attitude of the assembled tower using a lift initiator to lie in a second plane defining an acute angle to the first plane, so that the top end of the tower is higher in elevation than the bottom end. The method also includes lifting the assembled tower from the second plane to a vertical plane with a primary lift assembly and coupling the assembled tower to the foundation. The primary lift assembly may comprise a pulley having a continuous loop of cable connected to a counter-balanced tackle-block system.

Abstract: An arrangement for the raising and lowering of a mast, which includes an upper mast portion and base, which upper mast portion is rotatable about a horizontal pivot axis, located in the base of the mast is described. The arrangement includes (i) docking device for restraining the upper mast portion against rotation; (ii) attachment device for attaching a drive device for driving the docking device between a first engaged configuration wherein the upper mast portion is restrained against rotation and a second disengaged configuration wherein the upper mast portion is free to rotate and (iii) locking device selectable via an intermediate unlocked configuration between a first locked configuration wherein the docking device is engaged and a second unlocked configuration wherein the docking device is disengaged and is characterized in that the locking means is controllable remotely to allow automatic operation of the raising and lowering sequence.

Abstract: The invention relates to a welded profile for fitting a digger with a hoe bucket or loading shovel, such as a boom or stanchion, comprising upper and lower webs and sidewalls cooperating therewith, whereby the sidewalls are provided with upper and lower profile reinforced end regions which form the corner regions for the upper and lower webs arranged between the end regions.

Abstract: An arrangement for a building (10), in particular a housing unit (18) mobile between two positions, one supported on the ground and the other floating, including a frame (12), floating elements (14) and guiding elements (16), designed to be installed in a flood-risk area. The guiding elements (16) include at least two masts (32) fixed in the ground and arranged in the median plane of the construction along an axis F substantially parallel to the flow direction of the water and collars (34), designed to slide along the masts (32).

Abstract: A hinged pole having a base plate secured to the lower end thereof with the base plate having a plurality of upstanding brackets secured thereto. A cart is provided which is mounted on the foundation of the pole and is secured thereto and which is connected to the pole. The cart includes a power cylinder which is connected to the pole and which is used to lower the pole from its upstanding position to a horizontal position. The pole may be serviced when the pole is in its horizontal position. When the servicing of the pole has been completed, the pole is raised to its upright position and re-secured to the foundation therefore. The cart is then removed from the pole for use at a different location.

Abstract: The invention concerns a collapsible boom, such as a crane jib, concrete pump, camera support, searchlight mast and similar narrow far-projecting structures with several elements (10, 20, 30 . . . ), tiltable around parallel axes, which can be tilted around the axis by actuators (15, 13, 25, 23, . . . ) and fixed in at least one position. The invention is characterized by the fact that the individual elements (10, 20, 30 . . . ) of the boom are hinged to each other via intermediate pieces (50, 60, 70) and the actuators (15, 13, 25, 23, . . . ) engage on one end on an intermediate piece and on the other end on its adjacent element.

Abstract: A building frame including a load-bearing portion which is defined by a pattern of interconnected, elongate, upright columns and laterally extending beams, with each column taking the form of an assembly of hollow, tubular column components, at least some of which each possesses a nominally open, upper-end utility region, or port, extending upwardly beyond the top of the frame's load-bearing portion. Each such port, which is useable in different ways during and after initial building construction, accommodates, under different circumstances, the selective reception of a construction-extension instrumentality drawn from the list consisting of (a) an installable/removable crane structure, (b) a column-like element provided for the addition of selected building superstructure, and (c) additional building infrastructure which is feedable downwardly through the port toward a selected elevation in a “completed” building.

Abstract: A land rig including a mast, a substructure beneath the mast, the substructure having a top part, movement apparatus connected to the substructure, the movement apparatus connected to the mast, the movement apparatus for moving the mast and for moving the top part of the substructure. This abstract is provided to comply with the rules requiring an abstract which will allow a searcher or other reader to quickly ascertain the subject matter of the technical disclosure. It is submitted with the understanding that it will not be used to interpret or limit the scope or meaning of the claims, 37 CFR 1.72(b).

Abstract: An arrangement for the raising and lowering of a mast, which includes an upper mast portion and base, which upper mast portion is rotatable about a horizontal pivot axis, located in the base of the mast is described. The arrangement includes (i) docking device for restraining the upper mast portion against rotation; (ii) attachment device for attaching a drive device for driving the docking device between a first engaged configuration wherein the upper mast portion is restrained against rotation and a second disengaged configuration wherein the upper mast portion is free to rotate and (iii) locking device selectable via an intermediate unlocked configuration between a first locked configuration wherein the docking device is engaged and a second unlocked configuration wherein the docking device is disengaged and is characterized in that the locking means is controllable remotely to allow automatic operation of the raising and lowering sequence.

Abstract: An apparatus and method for providing a temporary spread footing for supporting a variety of different vertically extending structures. The apparatus includes a frame with a top and bottom. The frame can have a substantial space or void in between the top and bottom into which weights or devices can be placed. A connection on top of the base removably connects to the structure to be supported. Outriggers could also be used to substantially increase the overturning moment resistance of the base. The outriggers can be removable or retractable so that for transportation, the base has minimum dimensions. The method includes pre-determining the needed weight and overturning moment resistance for a particular application and transporting the base to the site and thereafter adding weight and adjusting outriggers to match the pre-determined needed overturning moment resistance.

Abstract: A monopole system has a free standing monopole tower and at least one collar assembly positioned around the tower having a plurality of radially projecting arms with holes. A plurality of anchor assemblies, each coupled to the ground around the tower and including a bracket having an aperture. A plurality of guy cables coupling one leg of each collar assembly with an aperture of an associated bracket.

Abstract: A tall tower is divided into an upper section with a tower top and a lower section with a tower bottom. The sections are hinged together. The lower section is hinged to a tower base. A telescoping crane is attached to a lift point on the lower section. The crane is extended to lift the sections to the vertical position with the lower section resting on the base and the tower top of the upper section near ground level. A heavy load is attached to the tower top end using a small ground crane while the tower top of the upper section is near ground level. The telescoping crane is attached to another lift point on the upper section to partially lift the upper section, which is supported in this position. The telescoping crane is relocated and reattached to the lift point on the upper section. The telescoping crane is fully extended to raise the upper section and load to vertical above the lower section.

Abstract: A tower (1) for wind power installations, on which at least one rotor (2) that can be driven by wind can be rotatably supported, has an especially low mass relative to its load-bearing capacity, stability, and rigidity, if it has a tower portion (3), tapering toward the top, with a bulging outer wall (4) that is convex in longitudinal section.

Abstract: A positioning system includes a first lift, a second lift, and a leveling system. Each lift includes a base, an adjustment element including a tubular body having a first end coupled to the base and a second end, a drive nut carried at the second end, and a drive screw carried within the body and having an end extending from the body through the drive nut, the drive screw movable between a retracted position and an extended position by rotation of the drive nut, and a support plate coupled to the end of the drive screw. An extension element is couplable between the base and the adjustable element. The leveling system includes a laser element coupled to the support plate of the first lift and a metering element coupled to the support plate of the second lift.

Abstract: A self-lifting vertically rising mast provides a possibility to be erected without use of high cranes. An improved self-lifting vertically rising mast includes at least three of a plurality of main frames and at least three of a plurality of main supports, wherein each main frame is rigidly connected to the appropriate main support and comprises the base, U-form directors, lifting shoe inserted into the U-slots of the U-form directors, the hydraulic jack installed on the base of the main frame, pusher including the rests, hollow upright leant on the sleeve of the bush, comprising the pivotable portion having the slots providing passage for the rests, the pair of the guiding shoes longitudinally movable along the auxiliary directors, the holder located between the auxiliary directors and fixing the appropriate upright in the vertical position, and the controllable supports, comprising the stand, the extendable screw, and the nut, which fixes the desirable position (extension) of the extendable screw.

Abstract: A support tower for large structures such as wind turbines generators, microwave structures, high voltage transmission lines or the like, constructed of telescopic sections with the lowermost section having an edge portion pivotally connected to a foundation to enable the tower sections to be transported to the site of installation. The tower sections are assembled at the installation site in a nested relationship, each within the adjacent lower tower section. The large load is mounted on the upper end of the uppermost tower section and the nested tower sections are then tilted upwardly to a vertical position. After the tower is tilted to its vertical position and securely connected to the foundation, the telescopic tower sections are vertically extended to position the load in a vertically elevated position.

Abstract: An apparatus and a method are provided for lifting and leveling an existing building from a position underneath the existing building. At least a first non-cylindrical support section having a substantially rectangular shape and first and second ends is located within the earth at a position underneath the existing building. A vertically-adjustable cap is placed in contact with the second end of the first non-cylindrical support section. A jack is disposed on an upper surface of a lower side of the cap and raised until an upper surface of an upper side of the cap is exerting pressure against the foundation of the existing building. The jack is then raised, thereby raising the cap, until the foundation has been raised to a desired height. The cap is the locked so that it will not move in the vertical directions and the jack is lowered and removed. If the building subsequently needs to be re-leveled, raised or lowered, the cap can be unlocked and vertically adjusted to an appropriate height.

Abstract: The Rapid Deployment Methodology for Architecture is in essence a streamlined building or production process, especially for tall architecture or large projects. It eliminates unnecessary delays and procedures, therefore boosting efficiency.

Abstract: An articulating derrick having a back face, a pair of opposed sides with each side having at least one leg, and an open face. The back face of the derrick includes a plurality of pairs of back face cross supports. Each cross support has a first and a second opposed end. Each first end is pivotally attached to one of the legs. A bushing pivotally connects the second ends of each pair of cross supports in order to permit movement of the back face between a folded, storage position and an open position.

Abstract: To erect metal utility poles, a plurality of tubular sections of utility poles are fabricated, each having tapered portions and the diameter of one being slightly larger than the diameter of another. The sections are brought to a site for erection and pulled together with short repeated strokes of a hydraulic cylinder attached to one section with its piston rod connected to another section of utility pole. In one embodiment it is not necessary to manually adjust the mechanism pulling the sections of utility poles together and in another embodiment, a light flexible cord is attached to one section and a hydraulic cylinder to another section. The hydraulic cylinder pulls the cord and when the piston rod is extended for the next retraction, the cord length is adjusted.

Abstract: A telescoping mast assembly having a ball drive actuator drive system. A telescoping mast section is housed within a base mast section mounted to a base plate. The base mast section pivots about a pivot axis between a lowered, horizontal position and an upright, vertical position and includes an upper elongate body disposed an upper side of the pivot axis and a bottom end disposed on an opposite side of the pivot axis. A ball actuator drive includes an electrically powered motor that drives a ball screw reciprocally inward and outward along a linear stroke path. A remote end of the ball screw is attached to the bottom end of the base mast section and, by pushing and pulling the bottom end of the base mast section, pivots and maintains the base mast section to alternative positions between the fully raised and the fully lowered positions. A telescoping mast section is housed within the base mast section and telescopes between an extended position and a retracted position.

Abstract: An apparatus consisting of a self standing communications tower or a guy wire supported communications tower with such structural design as to allow raising the tower from ground level with an upper section raised up and a lower section inserted below. The apparatus structural design allows for a tie down to prevent toppling during the erection sequence.

Abstract: An interlocking wall and roof system for the protection of a building structure is disclosed. The interlocking roof and wall system is equipped with a plurality of supports that form downward facing open channels that are either already attached to the overhang of the roof or are easily attachable to the overhang. The system also includes a plurality of protective walls that surround the building structure. The protective walls can be lifted from a resting position to a position where at least a portion of the walls fit into the downward facing open channels of the overhang. These walls are lifted by a hydraulic lifting system. The invention also provides a complete building structure already fitted with the supports, hydraulic lifting system and protective walls.

Abstract: An apparatus and method for providing a temporary spread footing for supporting a variety of different vertically extending structures. The apparatus includes a frame with a top and bottom. The frame can have a substantial space or void in between the top and bottom into which weights or devices can be placed. A connection on top of the base removably connects to the structure to be supported. Outriggers could also be used to substantially increase the overturning moment resistance of the base. The outriggers can be removable or retractable so that for transportation, the base has minimum dimensions. The method includes pre-determining the needed weight and overturning moment resistance for a particular application and transporting the base to the site and thereafter adding weight and adjusting outriggers to match the pre-determined needed overturning moment resistance.

Abstract: An apparatus and a method are provided for lifting and leveling an existing building from a position underneath the existing building. At least a first non-cylindrical support section having a substantially rectangular shape and first and second ends is located within the earth at a position underneath the existing building. A cap support section is placed in contact with the second end of the first non-cylindrical support section. A jack is disposed on the upper side of the cap support section and raised until the foundation of the existing building has been lifted to a desired height. The non-cylindrical support section has low bearing and high friction characteristics. The low bearing characteristics enable the apparatus to be driven further into the earth than cylindrical pilings that are commonly used to lift and level existing buildings. The high friction characteristics assist in maintaining the stability of the apparatus once it has been installed.

Abstract: Apparatus for erecting a domed structure includes a support base and a guide member extending vertically from the support base. A lifting tower movably engages the guide member. The lifting tower is formed of sequentially added sections telescopingly mounted on the guide member. A plurality of push-up devices are mounted adjacent to the base. A first one of the push-up devices engages a first added section of the lifting tower. A second one of the push-up devices engages a second added section of the lifting tower. The first added section of the lifting tower is offset from the second added section of the lifting tower so that the lifting tower is vertically extended in a stepped sequence relative to the guide member. A dome formed of structural components extends radially outwardly from the lifting tower.

Abstract: A tower comprises a base tower member fixed on a base in the ground, a lower tower member hingedly connected at a lower end thereof with an upper end of the base tower member through a hinge and swinging between a lying position and a standing position, a first stage connecting tower member connected at a lower end thereof with an upper end of the lower tower member, a second stage connecting tower member connected at a lower end thereof with an upper end of the first stage connecting tower member, and a third stage connecting tower member connected at a lower end thereof with an upper end of the second stage connecting tower member. Thus formed tower is raised swingingly around the hinge from the lying position to the standing position. A nacelle includes a tower penetrating hole through which the tower vertically penetrates and is formed by a plurality of nacelle sections divisible around the tower penetrating hole.

Abstract: In order to be able to shift a leader (18), which is disposed on a travelling chassis (10) via a carrying mechanism (16), both towards the front and also towards the rear into a substantially horizontal position, the carrying mechanism (16) has at least one guide arm (24) which is adjustable in length and which comprises a double-acting hydraulic working cylinder.

Abstract: An accommodation assembly for use as a temporary studio in outside broadcasting comprises a plurality of support legs (2) erectable to upstand from ground level, structural elements (7 to 9) erectable into an accommodation structure (6), and means, such as an electric hoist motor (10) and a chain (11′), arranged to cause the accommodation structure (6), when erected, to self-climb the erected support legs (2) from ground level to an elevation thereabove.

Abstract: Method for erecting an emergency mast (1) for a power line comprising mast elements placed one on top of another, comprising the following steps: arranging a guide device (19) at the location where the emergency mast has to be placed; arranging a first mast element (5) adjacently of the guide device; raising the first mast element by means of the guide device to a height such that a following mast element can be placed under the first mast element; placing a following mast element under the first mast element and connecting the following mast element to the mast element situated thereabove; raising the thus obtained combination by means of the guide device to a height such that a following element can be placed under the combination; repeating the latter two steps until the mast has reached the required height; and removing the guide device.