WO2016000794A1 - Cadre de base - Google Patents

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Publication number
WO2016000794A1
WO2016000794A1 PCT/EP2014/064360 EP2014064360W WO2016000794A1 WO 2016000794 A1 WO2016000794 A1 WO 2016000794A1 EP 2014064360 W EP2014064360 W EP 2014064360W WO 2016000794 A1 WO2016000794 A1 WO 2016000794A1
Authority
WO
WIPO (PCT)
Prior art keywords
module
module carrier
bearing unit
building
carrier
Prior art date
Application number
PCT/EP2014/064360
Other languages
German (de)
English (en)
Inventor
Sven Köhler
Original Assignee
Anerdgy Ag
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Anerdgy Ag filed Critical Anerdgy Ag
Priority to PCT/EP2014/064360 priority Critical patent/WO2016000794A1/fr
Publication of WO2016000794A1 publication Critical patent/WO2016000794A1/fr

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D3/00—Wind motors with rotation axis substantially perpendicular to the air flow entering the rotor 
    • F03D3/002—Wind motors with rotation axis substantially perpendicular to the air flow entering the rotor  the axis being horizontal
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
    • F03D80/70—Bearing or lubricating arrangements
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/91—Mounting on supporting structures or systems on a stationary structure
    • F05B2240/911—Mounting on supporting structures or systems on a stationary structure already existing for a prior purpose
    • F05B2240/9112—Mounting on supporting structures or systems on a stationary structure already existing for a prior purpose which is a building
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00—Integration of renewable energy sources in buildings
    • Y02B10/30—Wind power
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/728—Onshore wind turbines
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/74—Wind turbines with rotation axis perpendicular to the wind direction

Definitions

  • the invention relates to a base frame for the arrangement of a module. It is already a basic framework for the arrangement of a module, in particular one
  • Wind power module on a building, with at least one base beam, the
  • Arrangement in a vicinity of a building edge is provided, with at least one module carrier, and with at least one storage unit, which is intended to mount the module carrier movable relative to the base support is known.
  • the object of the invention is in particular to provide a base frame for a particularly safe operation, installation and / or maintenance of a module. The object is achieved by the features of claim 1, while advantageous embodiments and refinements of the invention
  • the invention is based on a base frame for arranging a module, in particular a wind power module, on a building, with at least one
  • Base support which is provided for arrangement in a vicinity of a building edge, with at least one module carrier, and with at least one storage unit, which is intended to mount the module carrier movable relative to the base support.
  • the bearing unit is provided to mount the module carrier movable at least away from the building edge. This makes it particularly easy to move a module to a ready position. It can be effectively protected against overloading and it can provide a basic framework for a particularly safe operation of a module, in particular a wind turbine module become. Furthermore, the module can be mounted particularly safely and / or easily and / or maintained. The module can be brought from a maintenance and / or assembly position to an operation in an advantageous manner to an operation in a basic position.
  • the term "on a building” is to be understood in particular as meaning an outer surface arranged at least substantially horizontally, in particular on a roof surface of the structure than 5 degrees, and more preferably an inclination of less than 2 degrees with respect to a horizontal
  • connection in particular be understood an edge of the building, which is aligned at least substantially horizontally.
  • the edge of the building which is aligned at least substantially horizontally.
  • Building edge formed as a common boundary of the at least substantially horizontally oriented outer surface and an at least substantially vertically aligned facade surface.
  • a "near zone" of the building edge is to be understood as meaning, in particular, an edge of the at least substantially horizontally arranged outer surface adjacent to the building edge.
  • the near area extends, starting from the building edge, preferably 10 m, preferably 5 m and particularly preferably 3 m in a direction perpendicular to the edge of the building
  • the bearing unit is intended to support the module carrier for movement away from the building edge, i. to a movement along a movement path, which has a basic position for the module carrier and a standby position, in which the module carrier has a greater distance from the building edge than in the basic position.
  • the storage unit has a movement path for the module carrier, at the edge of the
  • Basic position and the ready position are arranged.
  • the movement from the home position to the standby position corresponds to a movement along a line that is aligned perpendicular to the building edge.
  • the term "provided” is to be understood to mean in particular specially designed and / or equipped.Assuming that an object is intended for a specific function should in particular mean that the object fulfills this specific function in at least one application and / or operating state and /
  • the base frame is provided for an arrangement of a wind power module It is conceivable that the base frame may additionally or alternatively be arranged as another Module, for example, a solar module, a lighting module or a speaker module is provided.
  • the storage unit is provided to a
  • Module carrier can be moved very safely and it can be achieved a long life of the module.
  • maintaining an orientation, it should be understood in this context in particular that the bearing unit is intended for a movement of the model carrier which corresponds to a parallel displacement
  • Movement in particular in the ready position by less than 10 degrees, preferably by less than 5 degrees and more preferably by less than 2 degrees from the original orientation, in particular from the orientation in the
  • the base frame has a basic position, which the module carrier occupies independently at least in an unloaded state.
  • the module carrier can be brought into the basic position particularly efficiently and a particularly efficient operation of the module arranged by the base frame can be achieved.
  • a basic position in this context, a position, i. In particular, an arrangement relative to the base frame, to be understood that for an operation of the module, for example to a
  • Basic position based on the trajectory on a minimum distance from the building edge.
  • an "unloaded" state is to be understood as meaning, in particular, a state free of a load, for example a wind load
  • the base carrier has a threshold value for the load, below which the module carrier autonomously assumes the basic position in this context, in particular spontaneously, preferably without external energy supply, but at least the movement supportive understood.
  • the basic position is a stable position relative to the
  • the bearing unit comprises a linear guide, which the
  • Module carrier movably supports on the base support.
  • the bearing unit is designed as a pivoting unit and / or at least one
  • the storage unit has at least partially an inclination as a restoring unit for moving the module carrier into the basic position.
  • an "inclination" of the bearing unit is to be understood in particular to mean that the movement path is at least piecemeal, in particular in an area of the standby position
  • Inclination angle greater than zero degrees with a horizontal includes.
  • the storage unit has an angle of inclination greater than 2 degrees.
  • the storage unit has an angle of inclination greater than 2 degrees.
  • Storage unit an inclination angle less than 10 degrees, and more preferably less than 4 degrees.
  • the storage unit has a rail guide.
  • the bearing unit may be a waveguide, a
  • Telescopic guide have a guide in the form of a Nuremberg scissors or a roller conveyor.
  • the base support at least one
  • the base frame for not to be damaged sealing surfaces, for example
  • the base frame comprises at least one running body, which is intended to transmit at least substantially a guiding force to the module carrier.
  • the module carrier can be stored particularly securely with respect to the basic carrier. A movement of the module carrier can be performed very safe.
  • a "guiding force” is to be understood as meaning, in particular, a force which is oriented at least substantially perpendicular to the movement path and is different from the weight force of the module carrier
  • the guiding force and the movement path in the region of the running body enclose an angle between 80 degrees and 100 degrees
  • the guiding force and the weight force in the region of the running body enclose an angle between 80 degrees and 100 degrees.
  • the base frame comprises an energy storage unit, which is provided to the module carrier in response to a deflection of the
  • an "energy storage unit” should be understood as meaning, in particular, a unit which is intended to absorb energy during a movement of the module carrier, starting from the basic position into the standby position, and to emit a movement starting from the standby position into the basic position.
  • the energy storage unit is preferably provided to store the energy in the form of a potential energy, a spring tension or a gas pressure.
  • the base support has at least one fastening point with the building.
  • the base support particularly safe with the
  • attachment point is to be understood in particular to be a point where the base support is connected to the building in a form-fitting and / or materially bonded manner
  • Fastener for example by means of an anchor, a screw or a
  • Cohesively connected should be understood in particular that two connected elements are held together by atomic or molecular forces, such as soldering, welding, gluing and / or vulcanization.
  • the attachment point is arranged on a facade surface of the structure.
  • the base frame can be connected to the building in a particularly secure manner without passages for fastening openings through the installation surface to a fastening of the base frame.
  • the base frame can be provided for not to be damaged sealing surfaces, such as roof surfaces.
  • the module carrier has at least two support elements which are movable relative to one another. This can be a on the module carrier
  • the two support elements are arranged pivotable relative to each other.
  • a method for mounting a module designed as a wind power module by means of a base frame is proposed on a building in which the base frame arranged in a vicinity of a building edge, the module mounted on a module carrier and the module carrier by means of a bearing unit relative to the base support in the direction of Building edge is moved.
  • This can be a
  • Wind power module can be mounted particularly efficiently and safely on a building.
  • the module carrier is locked to a mounting of the wind power module. After mounting the wind power module on the module carrier, the lock is released and the module carrier moves independently relative to the base support in the direction of the building edge.
  • a building with a base frame according to the invention is proposed.
  • a building can be provided, which can be advantageously used for the installation of a module, preferably for use of wind energy.
  • 1 is a perspective side view of two base frames
  • FIG. 3 shows a section through a base support and a part of a
  • Module carrier of the base frame in the direction perpendicular to a
  • FIG. 5 shows a plan view of a further exemplary embodiment of two base frames each having an energy storage unit
  • Base frame with a facade side arranged
  • Fig. 8 is a side view of a further embodiment of the
  • Base frame with mutually movably arranged support elements
  • Figures 1 to 3 show a first base frame 10a for arranging a module 1 1 a on a building 12a, and another base frame 10a 'for arranging a further module 1 1 a'.
  • the base frames 10a, 10a ' are arranged laterally adjacent to each other.
  • the structure 12a has a building edge 14a.
  • the Base frames 10a, 10a 'each comprise a base support 13a, 13a' which is intended for
  • the base frame 10a is provided for arranging a module 11a on an at least substantially horizontal mounting surface 30a.
  • Embodiment the structure 12 a on a roof surface 31 a, in which the
  • Set-up surface 30a is arranged.
  • the structure 12a has an elevation 32a on the building edge 14a.
  • the elevation 32a is in the form of a threshold.
  • the module carrier 15a has a plurality of support elements 24a, 25a, 33a, 34a, 35a, 36a, of which only two arranged laterally for the sake of clarity
  • Support elements 24a, 25a and arranged on a bottom support members 33a, 34a, 35a, 36a are provided with reference numerals (see Figure 1 and Figure 2).
  • the module carrier 15a is formed in the present embodiment as a metal tube frame.
  • the support elements 24a, 25a, 33a, 34a, 35a, 36a of the module carrier 15a are formed as spars.
  • the module carrier 15a is made of a different material, for example of a plastic or a composite material.
  • a first part of the support elements 24a, 25a is designed as vertically oriented stanchions, which are arranged laterally on the module carrier 15a.
  • the module carrier 15a comprises a plurality of struts 40a, 41a, 42a, 43a, which connect stanchions with transverse bars for stabilization.
  • the module carrier 15a has a different basic construction, which comprises, for example, net-like and / or planar elements.
  • the base support 13a is located about 0.5 meters away from the building edge 14a.
  • the building edge 14 a extends horizontally and is formed by a facade surface 29 a and the roof surface 31 a of the structure 12 a.
  • the base support 13a has two
  • Ground foundations 20a, 21a which are formed as beam elements.
  • Ground foundations 20a, 21a are analogous to each other.
  • the ground foundations 20a, 21a have in particular an equal length, a same height and a same width.
  • the ground foundations 20a, 21a are arranged perpendicular to the building edge 14a, ie a main extension direction of the ground foundations 20a, 21a is in each case arranged perpendicular to the building edge 14a.
  • the ground foundations 20a, 21a are arranged parallel to each other.
  • a first of the ground foundations 20a is arranged in the direction 44a on the building edge 14a on a left side of the footprint 30a.
  • Another of the ground foundations 21a is in the direction of 44a on the
  • the further of the ground foundations 21 a is integrally formed with a ground foundation 20 a 'of the further base frame 10 a'.
  • the further base frame 10a ' has, analogously to the base frame 10a, a further ground foundation 21a'. It is conceivable that the ground foundations 20a, 21a, 20a ', 21a' of the base frames 10a, 10a 'are each formed separately from each other, i. the base frames 10a, 10a 'have no common ground foundation 21a, 20a'. It is conceivable that one of the ground foundations 20a, 21a of the base frame 10a or both ground foundations 20a, 21a are formed in several parts, i. in particular in a direction perpendicular to the
  • the base support 13a is in the present
  • Embodiment by means of the ground foundations 20a, 21a by a frictional force caused by a frictional force frictionally connected to the horizontal footprint 30a and thus to the building 12a.
  • the bearing unit 16a is provided to mount the module carrier 15a movable at least away from the building edge 14a.
  • the base frame 10a is provided for arranging a module 1 1 a formed as a wind power module.
  • the module 1 1 a is provided for the conversion of wind energy into electrical energy and has a
  • Turbine element 45a which is rotatably mounted in the module carrier 15a.
  • Turbine element 45a has a horizontal and parallel to the building edge 14a aligned rotation axis.
  • the turbine element 45a is operated under the action of an air flow.
  • Turbine element 45a is designed as an Ossberger turbine.
  • the axis of rotation of the turbine element 45a is parallel to the footprint 30a and parallel to the
  • the turbine element 45a includes a shaft for transmitting torques and a plurality of airfoils 46a symmetrically disposed about the shaft. To fix the blades 46a, the turbine element 45a comprises two blade receiving disks 47a. The shaft, the blades 46a and the blade receiving discs 47a rotate around the shaft in operation
  • the turbine element 45a has a blade depth with a factor of 0.4-0.6 with respect to a turbine radius.
  • the airfoils 46a are disposed on an outer circumference of the turbine element 45a and have a curvature.
  • the blades 46a are concave relative to a direction of rotation of the
  • Turbine element 45a formed.
  • the module carriers 15a, 15a 'each comprise a cover 37a, 37a' which is provided in each case for protection of the modules 11a, 11a 'and / or for an air flow guide.
  • the covers 37a, 37a 'each have a metal sheet and a
  • Regensammeivortechnisch 38a, 38a ' which is arranged on one of the building edge 14a facing edge.
  • the module carriers 15a, 15a 'furthermore each include one
  • Front panel 39a which has a lamellar structure.
  • the bearing unit 16a is intended to maintain an orientation of the module carrier 15a in a movement relative to the building edge 14a with respect to a horizontal. During a movement of the module carrier 15a, an alignment of the support elements 24a, 25a, 33a, 34a, 35a, 36a with respect to the set-up surface 30a is maintained. In particular, the supporting elements 24a, 25a, which are in the form of stanchions, remain vertically aligned and the supporting elements 33a, 34a, 35a, 36a designed as crossbars are aligned horizontally.
  • the bearing unit 16a defines a trajectory of the
  • the base frame 10a for the module carrier 15a fixed.
  • the base frame 10a has a basic position 17a, which the module carrier 15a automatically assumes, at least in an unloaded state. In the basic position 17a of the module carrier 15a at one of the building edge 14a facing the end of
  • the basic position 17a is provided for operation of the module 11a.
  • the wind power has a component which is aligned parallel to the movement path of the module carrier 15a in the basic position 17a.
  • the wind force moves the module carrier 15a along the path of movement predetermined by the bearing unit 16a and removes the module carrier 15a from the building edge 14a.
  • the movement path has an end facing away from the building edge 14a.
  • the module carrier 15a reaches a middle position depending on a wind force or a ready position 48a at an end of the movement path facing away from the building edge 14a.
  • the ready position 48a is for a shielding of the module 1 1 a from the air flow to a reduction in the on the module 1 1 a
  • the ready position 48a corresponds to a maintenance and / or assembly position.
  • the module carrier 15a moves from the middle position or from the standby position 48a in the direction 44a of the building edge 14a, i. the module carrier 15a increases starting from the middle position or starting from the
  • the bearing unit 16a has a linear guide 18a which movably supports the module carrier 15a on the base carrier 13a.
  • the bearing unit 16a is provided to move the module carrier 15a in a rectilinear movement from the building edge 14a
  • the defined by the bearing unit 16a trajectory for the module carrier 15a is rectilinear.
  • the storage unit 16a has as a restoring unit for moving the module carrier 15a in the basic position 17a on a slope.
  • the bearing unit 16a in the present embodiment has a uniform, i. constant along the trajectory,
  • the bearing unit 16a has an inclination relative to a horizontal.
  • the bearing unit 16a has an inclination relative to the horizontal footprint 30a.
  • the bearing unit 16a has an inclination angle of about 3.5 degrees.
  • Bearing unit 16a is inclined to the building edge 14a out.
  • the angle of inclination opens in a direction away from the building edge 14a.
  • the bearing unit 16a has a rail guide 19a.
  • the rail guide 19a has two rails 49a, 50a, which are formed analogously to each other.
  • the rails 49a, 50a have in particular a same length and a same width.
  • the rails 49a, 50a are arranged perpendicular to the building edge 14a, ie a
  • the rails 49a, 50a are arranged parallel to each other. Depending on one of the rails 49a, 50a is each associated with one of the ground foundations 20a, 21a of the base support 13a. The rails 49a, 50a are each firmly connected to the associated ground foundation 21a, 20a of the base support 13a. The rails 49a, 50a are each bolted to the associated grounding foundation 21a, 20a.
  • a first of the rails 49a is arranged in the direction 44a on the building edge 14a on a left side of the footprint 30a a further of the rails 50a is seen in the direction 44a on the building edge 14a on a right side of the
  • the rails 50a have a cross-section, which is formed in the form of a three-sided closed rectangle. The cross section is open on one longitudinal side of the rectangle.
  • the rails 49a, 50a are in an assembled state upright on the ground foundations 20a, 21a of the base support 13a
  • the rails 49a, 50a are each open laterally on a side facing the module carrier 15a.
  • the cross sections of the rails 49a, 50a are arranged in mirror image relative to one another in relation to a vertical plane between the rails 49a, 50a.
  • the rails 49a, 50a are intended to transmit at least one weight force of the module carrier 15a to the ground foundations 20a, 21a of the base carrier 13a.
  • the bearing unit 16a has four stop elements 51a, 52a, of which two at one of the building edge 14a facing the end of the rails 49a, 50a and two each at one of the building edge 14a facing away from the end
  • Rails 49a, 50a are arranged on the rails 49a, 50a.
  • the stop elements 51 a, 52 a are intended to limit the movement of the module carrier 15 a and a position of the module carrier 15 a in the basic position 17 a and in the
  • the stop elements 51 a, 52 a are formed in the present embodiment as a bolt. It is conceivable that the
  • Stop elements 51 a, 52 a damping elements which are intended to at least damp a movement of the module carrier 15 a.
  • the base frame 10a has a plurality of running bodies 53a, 54a, which are provided to transmit at least the weight of the module carrier 15a to the rails 49a, 50a (see FIG. In the present embodiment, the base frame 10a four running bodies 53a, 54a, which are each arranged on an underside of the module carrier 15a.
  • the module carrier 15a forms a carriage for movement along the rails 49a, 50a.
  • the running bodies 53a, 54a are each firmly connected to the module carrier 15a.
  • the rails 49a, 50a each have one
  • Running surface which is arranged in cross section in the interior of the rails 49a (see Figure 3).
  • the treads are provided for contact with the running bodies 53a, 54a.
  • the running bodies 53a, 54a in the present exemplary embodiment each have a roller which is intended to roll to a movement of the module carrier 15a on in each case one of the rails 49a, 50a.
  • Each two of the running bodies 53a, 54a are each associated with one of the rails 49a, 50a.
  • the running bodies 53a, 54a are intended to roll to a movement of the module carrier 15a on each one of the running surfaces.
  • FIGS. 4 to 9 show six further exemplary embodiments of the invention.
  • FIG. 4 shows a base frame for arranging a module on a structure 12b.
  • the base frame comprises analogous to the preceding embodiment, a base support 13b, which is intended to be arranged in a vicinity of a building edge, and a module carrier 15b and a bearing unit 16b, which is intended to support the module carrier 15b, movable relative to the base support 13b.
  • the base frame is provided for arranging a module on an at least substantially horizontal footprint 30b.
  • the module carrier 15b has a plurality of support elements 24b, 34b, 36b.
  • the module carrier 15b is analogous to the preceding embodiment as a
  • a first part of the support elements 24b is designed as vertically oriented stanchions, which are arranged laterally on the module carrier 15b.
  • Another part of the support members 34b, 36b is formed as a cross-beams, which connect the support members formed as a stanchion.
  • the base support 13b has two ground foundations 20b, 21b, which are formed as beam elements.
  • the ground foundations 20b, 21b are formed analogous to each other.
  • a first of the ground foundations 20b is arranged in a direction towards the building edge on a left side.
  • Another of the ground foundations 21 b is arranged in the direction of the building edge on a right side.
  • the bearing unit 16b is provided to mount the module carrier 15b movable at least away from the building edge.
  • the bearing unit 16b is intended to maintain an orientation of the module carrier 15b in a movement relative to the building edge with respect to a horizontal. During a movement of the module carrier 15b, an alignment of the support elements 24b, 34b, 36b with respect to the installation surface is maintained. In particular, the support members 24b formed as stanchions remain vertically aligned and the transverse bars
  • the bearing unit 16b defines a movement path of the base frame for the module carrier 15b.
  • the base frame has a basic position, which the module carrier 15b at least in one
  • the bearing unit 16b has a linear guide 18b which movably supports the module carrier 15b on the base carrier 13b.
  • the bearing unit 16b is intended to move the module carrier 15b in a rectilinear movement away from the building edge.
  • the defined by the bearing unit 16b trajectory for the module carrier 15b is rectilinear.
  • the storage unit 16b has as a restoring unit for moving the module carrier 15b in the basic position on an inclination.
  • the angle of inclination opens in one of the
  • the bearing unit 16b has a rail guide 19b.
  • the rail guide 19b has two rails 49b, 50b, which are formed analogously to each other.
  • the rails 49b, 50b have in particular a same length and a same width.
  • the rails 49b, 50b are arranged perpendicular to the building edge, ie a
  • the rails 49b, 50b are arranged parallel to each other.
  • One of the rails 49b, 50b is each one of the ground foundations 20b, 21b of the
  • the rails 49b, 50b are each bolted to the associated ground foundation 20b, 21b.
  • the rail guide 19b has a plurality of disc-shaped fastening elements for connecting the rails 49b, 50b to the ground foundations 20b, 21a.
  • a first of the rails 49b is arranged in the direction of the building edge on a left side of the installation surface 30b.
  • a further one of the rails 50b is arranged in the direction of the building edge on a right side of the installation surface 30b.
  • the rails 49b, 50b have a cross-section, which is formed in the form of a three-sided closed rectangle. The cross section is at one
  • the rails 49b, 50b are arranged in a mounted state upright on the ground foundations 20b, 21a of the base support 13b.
  • the rails 49b, 50b are each open laterally on a side facing the module carrier 15b.
  • the cross sections of the rails 49b, 50b are arranged in mirror image relative to one another with respect to a vertical plane between the rails 49b, 50b.
  • the rails 49b, 50b are intended to transmit at least one weight force of the module carrier 15b to the ground foundations 20b, 21b of the base carrier 13b.
  • the base frame has a plurality of running bodies 22b, 23b, 53b, 54b.
  • a first part of the running bodies 53b, 54b is designed as a load-bearing body and is provided to transmit at least the weight of the module carrier 15b to the rails 49b, 50b.
  • the base frame has eight running bodies 22b, 23b, 53b, 54b, which are each arranged on an underside of the module carrier 15b.
  • the running bodies 22b, 23b, 53b, 54b each have a roller which is intended to unroll to a movement of the module carrier 15b respectively along one of the rails.
  • Four of the running bodies 22b, 23b, 53b, 54b are each associated with one of the rails 49b, 50b.
  • the module carrier 15b forms a carriage for movement along the rails 49b, 50b.
  • the running bodies 22b, 23b, 53b, 54b are each firmly connected to the module carrier 15b.
  • the rails 49b, 50b each have a running surface, which is arranged in cross section in the interior of the rails 49b, 50b.
  • the running surfaces are provided for contact with the running bodies 53a, 54a designed as load-bearing bodies.
  • Another part of the running bodies 22b, 23b is designed as a guide bearing body and is intended to transmit at least substantially a guiding force to the module carrier 15b, which is perpendicular to the weight of the module carrier 15b and perpendicular to the movement path of the module carrier 15b during a movement of the module carrier 15b
  • Bearing unit 16b acts.
  • the running bodies 22b, 23b designed as guide bearing bodies are arranged on a supporting element 33b of the module carrier 15b, which is arranged horizontally in a direction perpendicular to the rails 49b, 50b and perpendicular to the movement path of the bearing unit 16b.
  • the running bodies 22b, 23b have a vertical
  • the rails 49b, 50b each have another
  • the treads are intended to each with one of
  • FIG. 5 shows a further exemplary embodiment of a base frame 10c for
  • the base frames 10c, 10c ' are arranged laterally adjacent to each other.
  • the base frames 10c, 10c 'each comprise a base support 13c, 13c', which is provided for placement in a vicinity of a building edge, and in each case a module carrier 15c, 15c 'and in each case a bearing unit 16c, 16c', which is provided to the module carrier 15c, 15c 'movable relative to the base support 13c, 13c' to store.
  • the base frames 10c, 10c ' are formed analogously to each other, for which reason only the first of the base frame 10c will be described in more detail below.
  • the base frame 10c is for arranging a module on at least one of
  • the module carrier 15c has a plurality of support elements 33c, 34c, 35c, 36c.
  • the module carrier 15c is formed in the present embodiment as a metal tube frame.
  • the support elements 33c, 34c, 35c, 35c of the module carrier 15c are formed as spars.
  • the base support 13c is located about 0.5 meters away from the building edge.
  • the building edge runs horizontally and is formed by a façade surface and the roof surface of the building.
  • the base support 13c has two ground foundations 20c, 21c, which are formed as beam elements.
  • the ground foundations 20 c, 21 c are formed analogous to each other.
  • the ground foundations 20 c, 21 c have in particular a same length, a same height and a same width.
  • the ground foundations 20 c, 21 c are arranged perpendicular to the edge of the building, ie a
  • Main extension direction of the ground foundations 20 c, 21 c is arranged in each case perpendicular to the building edge.
  • the ground foundations 20 c, 21 c are arranged parallel to each other.
  • a first of the ground foundations 20c is in the direction 44c on the
  • Ground foundations 21 c is integrally formed with a ground foundation 20 c 'of the further base frame 10 c'.
  • the further base frame 10c ' has, analogously to the base frame 10c, a further ground foundation 21c'. It is conceivable that the ground foundations 20c, 20c ', 21c, 21c' of the base frame 10c, 10c 'are each formed separately from each other, ie that the base frame 10c, 10c' have no common ground foundation 21c, 20c '.
  • the bearing unit 16c is provided to mount the module carrier 15c movable at least away from the building edge. The bearing unit 16c is intended to maintain an orientation of the module carrier 15c in a movement relative to the building edge with respect to a horizontal.
  • the bearing unit 16c defines a movement path of the base frame 10c for the module carrier 15c.
  • the base frame 10c has a basic position 17c, which the module carrier 15c automatically assumes, at least in an unloaded state. In the basic position 17c of the module carrier 15c at one of the building edge facing the end of
  • Base frame 10c provided for arranging a module designed as a wind power module.
  • the basic position 17c is intended for operation of the module.
  • the module carrier 15c starting from a position remote from the building edge, moves toward the building edge in the direction of the basic position 17c.
  • Highly loaded state acts due to an air flow, a wind force on the module.
  • the wind power has a component which is aligned parallel to the path of movement of the module carrier 15c in the basic position 17c.
  • the wind force moves the module carrier 15c along the path of movement predetermined by the bearing unit 16c and removes the module carrier 15c from the edge of the building.
  • the trajectory has an end facing away from the building edge.
  • the module carrier reaches depending on a wind force a middle position or at one of the building edge
  • Standby position 48c is provided for shielding the module from the airflow to reduce the wind force applied to the module and / or for a break in operation of the module.
  • the ready position 48c corresponds to a maintenance and / or assembly position.
  • the module carrier 15c, 15c in each case in response to a deflection from the basic position 17c to apply a restoring force.
  • the energy storage unit 26c is arranged between the building and the module support 15c and provided to provide the restoring force between the building and the module support 15c.
  • the base frame 10c has an engagement point 55c, where the energy storage unit 26c is fixedly connected to the building, and another point of attack 56c, where the energy storage unit 26c is fixedly connected to the module carrier 15c.
  • the energy storage unit 26 c has in the present
  • an energy storage element 57c acting as a coil spring is trained. It is conceivable that the energy storage element 57c is alternatively embodied as another element which appears suitable to a person skilled in the art, for example as a gas spring or as a helical spring which is intended to actuate a cable pull. Further, it is conceivable that the energy storage unit 26 c has a connected to a cable mass element, which is intended to a
  • the module carrier 15c biases the energy storage element 57c and the energy storage unit 26c acts on the module carrier 15c with a restoring force.
  • the restoring force has a maximum.
  • the restoring force moves the module carrier 15c from an intermediate position or from the standby position 48c towards the edge of the building, i. the module carrier 15c assumes the basic position 17c starting from the middle position or starting from the ready position 48c.
  • the bearing unit 16c has a linear guide 18c, which supports the module carrier 15c movably on the base carrier 13c.
  • the bearing unit 16c is intended to move the module carrier 15c in a rectilinear movement away from the building edge.
  • the defined by the bearing unit 16c trajectory for the module carrier 15c is rectilinear.
  • the storage unit 16c as a restoring unit analogous to the preceding embodiments at least to support a movement of the module carrier 15c in the basic position 17c has a slope and is inclined to the building edge.
  • the bearing unit 16c has a rail guide 19c.
  • the rail guide 19c has two rails 49c, 50c, which are formed analogously to each other.
  • the rails 49c, 50c have in particular a same length and a same width.
  • the rails 49c, 50c are arranged perpendicular to the building edge, i. a
  • the rails 49c, 50c are arranged parallel to each other.
  • One of the rails 49c, 50c is each one of the ground foundations 20c, 21 c of the
  • the rails 49c, 50c are respectively screwed to the associated ground foundation 20c, 21c.
  • a first of the rails 49c is arranged in the direction of the building edge on a left side of the footprint 30c arranged another of the rails 50c is seen in the direction of the building edge on a right side of the footprint.
  • the base frame 10c has a plurality of running bodies which are provided to transmit at least the weight of the module carrier 15c to the rails 49c, 50c.
  • FIG. 6 shows a further exemplary embodiment of a base frame for arranging a module on a structure 12d.
  • the base frame comprises a base support 13d, which is intended to be arranged in a vicinity of a building edge 14d, and a module support 15d and a bearing unit 16d, which is intended to support the module support 15d movably relative to the base support 13d.
  • the base frame is provided for arranging a module on an at least substantially horizontal footprint 30d.
  • the building 12d has an elevation 32d at the building edge 14d.
  • the elevation 32d is in the form of a threshold.
  • the module carrier 15d has a plurality of support elements 24d, 25d, 33d, 35d.
  • the module carrier 15d is formed in the present embodiment as a metal tube frame.
  • the support elements 24d, 25d, 33d, 35d of the module carrier 15d are formed as spars.
  • the base support 13d is disposed about 0.5 meters away from the building edge 14d.
  • the building edge 14d extends horizontally and is formed by a facade surface 29d and a roof surface of the structure 12d.
  • the base carrier 13d has two attachment points 27d with the structure 12d, one of which is shown in FIG.
  • the attachment points 27d are arranged in the region of the elevation 32d of the structure 12d on a horizontal surface of the elevation 32d.
  • the base support 13d comprises two fixing units 60d which are designed analogously to each other and which are intended to support the base support 13d positively to connect in each case at one of the attachment points 27d with the building 12d.
  • the base support 13d is in an assembled state to the
  • Attachment points 27d connected by means of fastening units 60d fixed to the building 12d.
  • the fastening units 60d are formed in the present embodiment as screw.
  • the base carrier 13d has two storage elements 58d designed analogously to one another, which are provided to support and support the storage unit 16d in the region of the attachment points 27d.
  • the bearing unit 16d is partially formed in one piece with the base support 13d in the present embodiment.
  • the base support 13d has two ground foundations 20d which, in contrast to the preceding embodiments, are designed as plate elements.
  • Ground foundations 20d are analogous to each other.
  • the ground foundations 20d are arranged at an end of the base support 13d facing away from the building edge 14d.
  • the base support 13d is frictionally engaged with the horizontal by means of the ground foundations 20d by a frictional force caused by gravity
  • the base carrier 13d has two further bearing elements 59d, which are provided to support and support the bearing unit 16d in the area of the ground foundations 20d. Each of the two further bearing elements 59d is assigned to one of the ground foundations 20d. The further bearing elements 59d are arranged in the vertical direction in each case between the bearing unit 16d and the ground foundation 20d assigned to the further bearing element 59d.
  • the bearing unit 16d is provided for the purpose of movably supporting the module carrier 15d at least away from the building edge 14d.
  • the bearing unit 16d is intended to maintain an orientation of the module carrier 15d with a movement relative to the building edge 14d with respect to a horizontal. During a movement of the module carrier 15d an alignment of the support elements 24d, 25d, 33d, 35d remains with respect to
  • the bearing unit 16d defines a trajectory of the
  • the base frame for the module carrier 15d fixed.
  • the base frame has a basic position, which independently assumes the module carrier 15d at least in an unloaded state.
  • the base frame also has a standby position, which is intended for assembly, for protection of the module and / or for maintenance.
  • the bearing unit 16d has, analogously to the preceding embodiments, a linear guide 18d, which supports the module carrier 15d movably on the base support 13d.
  • the bearing unit 16d is intended to move the module carrier 15d in a rectilinear movement away from the building edge 14d.
  • Bearing unit 16d fixed path of movement for the module carrier 15d is formed in a straight line.
  • the storage unit 16d has as a reset unit for moving the
  • the bearing unit 16d in the present embodiment has a uniform, i. along the
  • the bearing unit 16d has an inclination relative to a horizontal.
  • the bearing unit 16d has an inclination relative to the horizontal footprint 30d.
  • the bearing unit 16d has an inclination angle of about 3.5 degrees.
  • the bearing unit 16d is inclined towards the building edge 14d. The angle of inclination opens in a direction away from the building edge 14d.
  • the bearing unit 16d has a rail guide 19d.
  • the rail guide 19d is partially formed integrally with the base support 13d in the present embodiment.
  • the rail guide 19d has two rails 49d, which are analogous to each other.
  • the rails 49d have in particular a same length and a same width.
  • the rails 49d are provided to transfer at least one weight of the module carrier 15d to the structure 12d.
  • Bearing unit has four stop elements 51 d, 52 d, of which two at one of the building edge 14 d facing the end of the rails 49 d and two more at one of the building edge 14 d opposite end of the rails 49 d are arranged on the rails 49 d.
  • the stop elements 51 d, 52 d are provided to limit the movement of the module carrier 15 d and to fix a position of the module carrier 15 d in the basic position and in the ready position.
  • Mounting units 60d and a bearing member 58d are associated with each other.
  • FIG 6 only one of the rails 49d is shown.
  • the rail 49d is connected by means of the bearing member 58d and the fixing unit 60d at the attachment point 27d fixed to the building 12d.
  • the bearing element 58d is arranged at the attachment point 27d in the vertical direction between the rail 49d and the structure 12d.
  • each one of the rails 49d, one of the ground foundations 20d and one of the others Bearing elements 59d associated with each other.
  • the rail 49d is fixedly connected to the ground foundation 20d by means of the further bearing element 59d.
  • Bearing member 59d is in the vertical direction between the rail 49d and the
  • Ground foundation 20d arranged.
  • the rail 49d is associated with the
  • the base frame has a plurality of running bodies 53d, 54d, which are provided to transmit at least the weight of the module carrier 15d to the rails 49d.
  • the base frame has four running bodies 53d, 54d, which are each arranged on an underside of the module carrier 15d. Two of the running bodies 53d, 54d are each associated with one of the rails 49d.
  • the module carrier 15d forms a carriage for movement along the rails 49d.
  • FIG. 7 shows a further exemplary embodiment of a base frame for arranging a module on a structure 12e.
  • the base frame comprises a base support 13e, which is intended to be arranged in a vicinity of a building edge 14e, and a module support 15e, and a bearing unit 16e, which is intended to support the module support 15e movably relative to the base support 13e.
  • the base frame is provided for arranging a module on an at least substantially horizontal footprint 30e.
  • the building 12e has an elevation 32e on the building edge 14e.
  • the elevation 32e is in the form of a threshold.
  • the module carrier 15e has a plurality of support elements 24e, 25e, 33e, 35e.
  • the module carrier 15e is formed in the present embodiment as a metal tube frame.
  • the support elements 24e, 25e, 33e, 35e of the module carrier 15e are formed as spars.
  • the base support 13e is located about 0.5 meters away from the building edge 14e.
  • the building edge 14e extends horizontally and is formed by a facade surface 29e and a roof surface of the structure 12e. Analogous to the previous one
  • the base support 13e two attachment points 27e with the structure 12e, one of which is shown in Figure 7.
  • the attachment points 27e are arranged on the vertically aligned facade surface 29e of the structure 12e.
  • the base support 13e comprises two attachment units 60e designed analogously to one another, which are provided to connect the base support 13e in a form-fitting manner in each case to the structure 12e at one of the attachment locations 27e.
  • the base support 13e is in a mounted state at the attachment points 27e by means of the fastening units 60e firmly connected to the building 12e.
  • Mounting units 60e are in the present embodiment as
  • the bearing unit 16e protrudes beyond the building edge 14e and over the footprint 30e in the horizontal direction and has an end extending beyond the building edge 14e.
  • the base support 13e has two bearing elements 58e designed analogously to one another, which are provided to support and support the bearing unit 16e in each case at the end projecting beyond the building edge 14e in the region of the fastening points 27e.
  • the bearing unit 16e is partially formed in one piece with the base support 13e in the present embodiment.
  • the base support 13e has two ground foundations 20e, which are formed as plate elements.
  • the ground foundations 20e are analogous to each other.
  • the ground foundations 20e are at one of the building edge 14e facing away from the
  • the base support 13e is frictionally connected by means of the ground foundations 20e by a frictional force caused by gravity with the horizontal footprint 30e and thus with the structure 12e.
  • Base support 13e has two further bearing elements 59e which are provided to support and support the bearing unit 16e in the area of the ground foundations 20e.
  • Each of the two further bearing elements 59e is assigned to one of the ground foundations 20e.
  • the further bearing elements 59e are each assigned in the vertical direction between the bearing unit 16e and the further bearing element 59e
  • the bearing unit 16e is provided to at least the module carrier 15e of the
  • Baugekante 14e movable away to store.
  • the bearing unit 16e is intended to maintain an orientation of the module carrier 15e with a movement relative to the building edge 14e with respect to a horizontal. During a movement of the module carrier 15e remains an alignment of the support elements 24e, 25e, 33e, 35e with respect to
  • the bearing unit 16e defines a trajectory of the
  • the base frame for the module carrier 15e fixed.
  • the base frame has a basic position, which the module carrier 15e independently at least in an unloaded state occupies.
  • the base frame also has a standby position, which is intended for assembly, for protection of the module and / or for maintenance.
  • the bearing unit 16e has a linear guide 18e which movably supports the module carrier 15e on the base support 13e.
  • the bearing unit 16e is intended to move the module carrier 15e in a rectilinear movement away from the building edge 14e.
  • Bearing unit 16e fixed path of movement for the module carrier 15e is rectilinear.
  • the storage unit 16e has as a return unit for moving the
  • Module carrier 15e in the basic position an inclination.
  • the bearing unit 16e in the present embodiment has a uniform, i. along the
  • the bearing unit 16e has an inclination relative to a horizontal.
  • the bearing unit 16e has an inclination relative to the horizontal footprint 30e.
  • the bearing unit 16e has an inclination angle of about 3.5 degrees.
  • the bearing unit 16e is inclined towards the building edge 14e. The angle of inclination opens in a direction away from the edge of the building 14e.
  • the bearing unit 16e has a rail guide 19e.
  • the rail guide 19e is partially formed integrally with the base support 13e in the present embodiment.
  • the rail guide 19e has two rails 49e, which are analogous to each other.
  • the rails 49e have in particular a same length and a same width.
  • the rails 49e are provided to transfer at least one weight force of the module carrier 15e to the structure 12e.
  • Bearing unit has four stop elements 51 e, 52e, of which two at one of the building edge 14e facing the end of the rails 49e and two further at one of the building edge 14e opposite end of the rails 49e are arranged on the rails 49e.
  • the stop elements 51 e, 52 e are provided to limit the movement of the module carrier 15 e and to fix a position of the module carrier 15 e in the basic position and in the ready position.
  • the rails 49e protrude beyond the building edge 14e and beyond the footprint 30e in the horizontal direction.
  • One of the rails 49e, one of the attachment points 27e, one of the attachment units 60e and a bearing element 58e are associated with each other.
  • Figure 7 only one of the rails 49e is shown.
  • the rail 49e is by means of the bearing element 58e and the fixing unit 60e at the attachment point 27e by means of
  • the bearing element 58e is arranged at the fastening point 27e in the vertical direction between the rail 49e and the structure 12e and connects the end of the rail 49e protruding beyond the building edge 14e with the building 12e. Further, each one of the rails 49e, one of the ground foundations 20e and one of the other bearing elements 59e associated with each other.
  • the rail 49e is fixedly connected to the ground foundation 20e by means of the further bearing element 59e.
  • the further bearing element 59e is arranged in the vertical direction between the rail 49e and the ground foundation 20e.
  • the rail 49e is bolted to the associated ground foundation 20e.
  • the base frame has a plurality of running bodies 53e, 54e, which
  • the base frame has four running bodies 53e, 54e, which are each arranged on an underside of the module carrier 15e. Two of the running bodies 53e, 54e are each associated with one of the rails 49e.
  • the module carrier 15e forms a carriage for movement along the rails 49e.
  • FIG. 8 shows a further exemplary embodiment of a base frame for arranging a module on a structure 12f.
  • the base frame comprises a base support 13f, which is intended to be arranged in a vicinity of a building edge 14f, and a module support 15f, and a bearing unit 16f, which is intended to support the module support 15f movably relative to the base support 13f.
  • the base frame is provided for arranging a module on an at least substantially horizontal footprint 30f.
  • the structure 12f has an elevation 32f at the building edge 14f.
  • the elevation 32f is in the form of a threshold.
  • the module carrier 15f has a plurality of support elements 24f, 25f, 33f, 35f.
  • the module carrier 15f is in the present
  • Embodiment designed as a metal tube frame designed as a metal tube frame.
  • the support elements 24f, 25f, 33f, 35f of the module carrier 15f are formed as spars.
  • the base support 13f is located about 0.5 meters away from the building edge 14f.
  • the building edge 14f is horizontal and is formed by a facade surface 29f and a roof surface of the structure 12f. Unlike the previous ones
  • the base support 13f four attachment points 27f, 28f with the structure 12f, two of which are shown in Figure 8.
  • the attachment points 27f, 28f are arranged on the horizontally oriented footprint 30f
  • Base support 13f comprises two fastening units 60f, 61f designed analogously to one another, which are provided to connect the base support 13f to the building 12f in a form-fitting manner at one of the attachment locations 27f, 28f.
  • the base support 13f is in an assembled state at the attachment points 27f, 28f by means of
  • Mounting units 60f, 61f are in the present embodiment as
  • the base support 13f has four bearing elements 58f, 59f, which are formed in pairs analogous to each other.
  • the bearing elements 58f, 59f are provided to support and support the bearing unit 16f in each case in the region of the fastening points 27f, 28f.
  • the bearing unit 16f is partially formed integrally with the base support 13f in the present embodiment.
  • the base support 13f has in
  • the bearing unit 16f is provided for movably supporting the module carrier 15f at least away from the building edge 14f.
  • the bearing unit 16f is intended to maintain an orientation of the module carrier 15f with a movement relative to the building edge 14f with respect to a horizontal. During a movement of the module carrier 15f an alignment of the support elements 24f, 25f, 33f, 35f remains with respect to
  • the bearing unit 16f defines a trajectory of the
  • the base frame for the module carrier 15f fixed.
  • the base frame has a basic position, which automatically assumes the module carrier 15f at least in an unloaded state.
  • the base frame also has a standby position, which is intended for assembly, for protection of the module and / or for maintenance.
  • the bearing unit 16f has a linear guide 18f which movably supports the module carrier 15f on the base carrier 13f.
  • the bearing unit 16 f is provided to the module carrier 15 f in a
  • Bearing unit 16f fixed trajectory for the module carrier 15f is formed in a straight line.
  • the storage unit 16 f has as a reset unit for moving the Module carrier 15f in the basic position an inclination.
  • the bearing unit 16f has a uniform inclination, ie constant inclination along the movement path.
  • the bearing unit 16f has an inclination relative to a horizontal.
  • the bearing unit 16f has an inclination relative to the horizontal footprint 30f.
  • the bearing unit 16f has an inclination angle of about 3.5 degrees.
  • the bearing unit 16f is inclined toward the building edge 14f. The angle of inclination opens in a direction away from the edge 14f of the building.
  • the bearing unit 16f has a rail guide 19f.
  • the rail guide 19f is partially formed in one piece with the base support 13f in the present embodiment.
  • the rail guide 19f has two rails 49f, which are formed analogously to each other.
  • the rails 49f have in particular a same length and a same width.
  • the rails 49f are provided to transfer at least one weight force of the module carrier 15f to the structure 12f.
  • the bearing unit has four stop elements 51 f, 52 f, of which two at one of the building edge 14 f facing the end of the rails 49 f and two each at one of the
  • Bearing elements 58f, 59f are associated with each other. In Figure 8, only one of the rails 49f is shown. The rail 49f is by means of the bearing elements 58f, 59f and
  • Fixing units 60f, 61f each at one of the attachment points 27f, 28f fixedly connected to the building 12f.
  • the bearing members 58f, 59f are respectively attached to the
  • Attachment 27f, 28f arranged in the vertical direction between the rail 49f and the structure 12f.
  • the base frame has a plurality of running bodies 53f, 54f which are intended to transmit at least the weight of the module carrier 15f to the rails 49f.
  • the base frame has four running bodies 53f, 54f, which are each arranged on an underside of the module carrier 15f. Two of the running bodies 53f, 54f are each associated with one of the rails 49f.
  • the module carrier 15f forms a carriage for movement along the rails 49f.
  • FIG. 9 shows a further exemplary embodiment of a base frame 10g for arranging a module 11g on a structure 12g.
  • the base frame 10g comprises analogous to the preceding embodiments, a base support 13g, which is intended to be arranged in a vicinity of a building edge 14g, and a module carrier 15g and a bearing unit 16g, which is intended to support the module carrier 15g movable relative to the base support 13g.
  • the base frame 10g is provided to arrange a module 11g on an at least substantially horizontal footprint 30g.
  • the building 12g has an elevation of 32g at the edge of the building 14g.
  • the elevation 32g is in the form of a threshold.
  • the module carrier 15g has a plurality of support elements 24g, 25g, of which only two laterally arranged support elements 24g, 25g are provided with reference numerals for the sake of clarity. Unlike the previous ones
  • the module carrier 15g at least two support elements 24g, 25g, which are movable relative to each other.
  • the module carrier 15g is formed in the present embodiment as a metal tube frame.
  • the support elements 24g, 25g of the module carrier 15g are formed as spars.
  • the module carrier 15g made of a different material, for example a
  • Plastic or a composite material is formed.
  • the base support 13g is located about 0.5 meters away from the building edge 14g.
  • the building edge 14g is horizontal and is formed by a facade surface 29g and the roof surface of the structure 12g.
  • the bearing unit 16g is provided to mount the module carrier 15g movable at least away from the building edge 14g.
  • the base support 13g has two attachment points 27g with the structure 12g, one of which is shown in FIG. The attachment points 27g are in the range of
  • the base support 13g comprises two fixing units 60g designed analogously to one another, which are provided to support the base support 13g
  • the base support 13g is in an assembled state to the
  • the base support 13g has two analogous to each other formed bearing elements 58g, which are intended to store the bearing unit 16g respectively in the region of the attachment points 27g and support.
  • the bearing unit 16g is partially formed in one piece with the base support 13g in the present embodiment.
  • the base support 13g has two ground foundations 20g, which are formed as plate elements.
  • the ground foundations 20g are analogous to each other.
  • the ground foundations 20g are arranged at an end of the base support 13g facing away from the building edge 14g.
  • the base support 13g is frictionally connected by means of the ground foundations 20g by a frictional force caused by gravity with the horizontal footprint 30g and thus with the building 12g.
  • Base support 13g has two further bearing elements 59g which are provided to support and support the bearing unit 16g in the area of the ground foundations 20g. Each of the two further bearing elements 59g is assigned to one of the ground foundations 20g. The further bearing elements 58g are each assigned in the vertical direction between the bearing unit 16g and the further bearing element 59g
  • Ground foundation 20g arranged.
  • the base frame 10g is provided for arranging a module 1 1 g formed as a wind power module.
  • the module 1 1 g is provided for the conversion of wind energy into electrical energy and has in
  • the rotor has an rotor plane and a rotation axis arranged perpendicular to the rotor plane.
  • the rotor is operated under the action of an air flow.
  • the module 1 1 g on a housing unit, which accommodates at least the rotor.
  • the base frame 10g has a basic position 17g, which the module carrier 15g automatically assumes, at least in an unloaded state. In the basic position 17g of the module carrier 15g at one of the building edge 14g facing edge of
  • the basic position 17g is intended for operation of the module 1 1 g.
  • the axis of rotation is horizontal and perpendicular to the building edge 14g.
  • the rotor plane is vertically aligned.
  • the module 1 is 1 g in the
  • the base frame 10g also has a ready position 48g, which is intended for mounting, for protection of the module 11 g and / or for maintenance.
  • the bearing unit 16g has a linear guide 18g, which supports the module carrier 15g movably on the base carrier 13g.
  • the bearing unit 16g is intended to move the module carrier 15g in a rectilinear movement from the building edge 14g
  • the movement path defined by the bearing unit 16g for the module carrier 15g is rectilinear.
  • the storage unit 16g has as a restoring unit for moving the module carrier 15g in the basic position 17g on a slope.
  • the bearing unit 16g in the present embodiment has a uniform, i. along the trajectory constant, tilt up.
  • the bearing unit 16g has an inclination relative to a horizontal.
  • the bearing unit 16g has an inclination relative to the horizontal footprint 30g.
  • the bearing unit 16g has an inclination angle of about 3.5 degrees.
  • Bearing unit 16g is inclined to the building edge 14g out.
  • the angle of inclination opens in a direction away from the building edge 14g.
  • the bearing unit 16g has a rail guide 19g.
  • the rail guide 19g is partially formed integrally with the base support 13g in the present embodiment.
  • the rail guide 19g has two rails 49g, which are analogous to each other.
  • the rails 49g have in particular a same length and a same width.
  • the rails 49g are provided to transfer at least one weight of the module carrier 15g to the structure 12g.
  • Bearing unit 16g has four stop elements 51g, 52g, of which two at one of the building edge 14g facing the end of the rails 49g and two other at one of the building edge 14g facing away from the end of the rails 49g are arranged on the rails 49g.
  • the stop elements 51g, 52g are provided to limit the movement of the module carrier 15g and to fix a position of the module carrier 15g in the home position 17g and in the standby position 48g.
  • the base frame 10g has a plurality of rolling bodies 53g, 54g, which are provided to transmit at least the weight of the module carrier 15g to the rails 49g.
  • the base frame 10g four running body 53g, 54g, which are each arranged on an underside of the module carrier 15g.
  • the module carrier 15g has a first pair of support members 25g and another pair of support members 24g. The couples are movable to each other. The first pair is arranged on a side of the module carrier 15g facing the building edge 14g. The further pair is arranged on a side remote from the building edge 14g side of the module carrier 15g.
  • the support members 24g, 25g enclose an angle with each other.
  • the module carrier 15g has a pivot bearing, each one
  • Support member 25g of the first pair and a support member 24g of the other pair pivotally supports each other.
  • the support members 24g, 25g are each connected at a lower end to one of the running bodies 53g, 54g.
  • the module carrier 15g moves in total away from the building edge 14g.
  • the running bodies 53g, 54g keep a distance from each other.
  • the included by the support members 24g, 25g angle remains unchanged.
  • the running bodies 53g assigned to the first pair of support elements 24g, 25g are arranged in a stationary manner.
  • Support members 24g associated running body 54g move away from the building edge 14g and increase the distance to the running bodies 53g of the first pair.
  • the included by the support members 24g, 25g angle increases and the module 1 1 g tilts away from the building edge 14g.
  • the rotor plane tilts and leaves the vertical orientation in the direction of a horizontal orientation. It is conceivable that the two modes of motion are combined.

Abstract

L'invention concerne un cadre de base destiné à l'agencement d'un module (11a, 11a' ; 11g, 11g'), en particulier un module d'énergie éolienne, sur une structure (12a ; 12b ; 12d ; 12e ; 12f ; 12g) comprenant au moins un support de base (13a, 13a' ; 13b ; 13c, 13c' ; 13d ; 13e ; 13f ; 13g) qui est destiné à l'agencement au voisinage d'un bord (14a; 14d; 14e; 14f; 14g) de la structure, au moins un support de module (15a, 15a' ; 15b ; 15c, 15c' ; 15d ; 15e ; 15f ; 15g), et au moins une unité de montage (16a, 16a' ; 16b ; 16c, 16c' ; 16d ; 16e ; 16f ; 16g) qui est destiné au montage du support de module (15a, 15a' ; 15b ; 15c, 15c' ; 15d ; 15e ; 15f ; 15g) de façon mobile par rapport au support de base (13a, 13a' ; 13b ; 13c, 13c' ; 13d ; 13e ; 13 f; 13 g). Selon l'invention, l'unité de montage (16a, 16a' ; 16b ; 16c, 16c' ; 16d ; 16e ; 16f ; 16g) est destinée à monter le support de module (15a, 15a' ; 15b ; 15c, 15c' ; 15d ; 15e ; 15f ; 15g) de façon mobile au moins depuis le bord (14a ; 14d ; 14e ; 14f ; 14g) de la structure.
PCT/EP2014/064360 2014-07-04 2014-07-04 Cadre de base WO2016000794A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/EP2014/064360 WO2016000794A1 (fr) 2014-07-04 2014-07-04 Cadre de base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2014/064360 WO2016000794A1 (fr) 2014-07-04 2014-07-04 Cadre de base

Publications (1)

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WO2016000794A1 true WO2016000794A1 (fr) 2016-01-07

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PCT/EP2014/064360 WO2016000794A1 (fr) 2014-07-04 2014-07-04 Cadre de base

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2568948A1 (fr) * 1984-06-01 1986-02-14 Dodeman Guy Structure porteuse articulee de machines eoliennes a axe horizontal
US5394016A (en) * 1993-04-22 1995-02-28 Hickey; John J. Solar and wind energy generating system for a high rise building
US20050201855A1 (en) * 2004-03-09 2005-09-15 Leon Fan Wind powered turbine in a tunnel
US20070176431A1 (en) * 2006-01-31 2007-08-02 Graham John F Sr Wind Turbine System for Buildings
WO2012028893A2 (fr) * 2010-08-31 2012-03-08 Matrahazi Janos Turbine éolienne

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2568948A1 (fr) * 1984-06-01 1986-02-14 Dodeman Guy Structure porteuse articulee de machines eoliennes a axe horizontal
US5394016A (en) * 1993-04-22 1995-02-28 Hickey; John J. Solar and wind energy generating system for a high rise building
US20050201855A1 (en) * 2004-03-09 2005-09-15 Leon Fan Wind powered turbine in a tunnel
US20070176431A1 (en) * 2006-01-31 2007-08-02 Graham John F Sr Wind Turbine System for Buildings
WO2012028893A2 (fr) * 2010-08-31 2012-03-08 Matrahazi Janos Turbine éolienne

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