Classifications

• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
  • E04B1/19—Three-dimensional framework structures
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
  • E01D15/00—Movable or portable bridges; Floating bridges
  • E01D15/12—Portable or sectional bridges
  • E01D15/124—Folding or telescopic bridges; Bridges built up from folding or telescopic sections
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
  • E01D6/00—Truss-type bridges
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
  • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
  • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
  • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
  • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
  • E02B3/106—Temporary dykes
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
  • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
  • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
  • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
  • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
  • E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
  • E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
  • E04C3/00—Structural elongated elements designed for load-supporting
  • E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
  • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
  • E04H12/02—Structures made of specified materials
  • E04H12/08—Structures made of specified materials of metal
  • E04H12/10—Truss-like structures
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
  • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
  • E21D11/14—Lining predominantly with metal
• • E—FIXED CONSTRUCTIONS
  • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
  • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
  • E01D2101/00—Material constitution of bridges
  • E01D2101/30—Metal

Definitions

• the invention relates to a lattice structure with articulated interconnected bars.
• Lattice structures are used, for example, in structures that must be built only for a temporary period and dismantled for transport again. It is also conceivable to provide lattice structures which remain permanently in place and serve, for example, as support structures for buildings, etc. In both cases, it is disadvantageous that the individual elements of the lattice structures need a lot of space, since they have large cross-sections. This disadvantage arises not only during transport, but of course also during storage or other storage of such lattice structures.
• the object of the invention is to provide a lattice structure for lattice structures, which is movable in different positions and requires only comparatively little space in at least one position.
• a lattice support structure with the features of claim 1. Thereafter, it is provided that the lattice support structure has repetitive, successive structures which are expandable into a pyramid-like or truncated pyramid-like structure, the tip of one of the structures communicating with the base of the adjacent structure or forming part of the base of the adjacent structure , Such a truss structure has a comparatively small volume when the structures are in the unexpanded position and is expandable to a comparatively large volume when the structures are spread.
• the lattice structure can be permanently or temporarily used and serve as a support structure or form part of such a construction.
• the bases of the spread structures are limited by bars consisting of two or more than two articulated interconnected segments. These bars can be arranged in the spread state of the structures straight and in the non-spread state of the structures angled.
• struts extend from the tips of the structures to the corner points of the base surfaces of the spread-apart structures, which are articulated to the tips and / or which consist of two or more than two articulated segments.
• the structures may further comprise grid bars extending from the base of the spread structures, preferably from the vertices of the bases of the spread structures to the top of the structures, thereby forming the edges of the structures connecting the base to the top of the structure.
• the base surfaces of the spread-open structures are designed as three or quadrangular, preferably square, or polygonal.
• the invention further relates to a lattice support structure with expandable structures, in particular a lattice support structure according to one of claims 1 to 6, wherein the lattice structure has pivotally arranged bars, wherein the pivotable connection is designed such that one of the pivotally connected parts has a projection and that the other of the pivotally connected parts has a limited on three sides by walls groove in which the projection of the other part is pivotally received.
• the groove bottom thus serves as a boundary, so that a pivoting of the grid bar is only possible as far as possible, until one of said parts rests against the groove bottom. In this position, the grid is thus blocked or further pivoting is not possible.
• Such a pivotable connection may be provided where two segments of a grid bar pivotally communicate with each other and / or where a grid bar is hinged to another part of the lattice support structure.
• the grating bar may have the projection at its one end region and the said groove at its other end region. In this way it is possible to connect a plurality of bars together or to provide bars of different lengths. In principle, it is also conceivable to carry out both ends of the lattice bar with grooves or with the said projections.
• a brake or a fixing device which fixes the grid bars in a specific pivot position.
• the brake may be, for example, a drum, disc or jaw brake.
• the brake can be actuated hydraulically or mechanically, for example.
• the brake may comprise brake shoes which have two projections which, upon actuation of the brake, simultaneously come into contact with the respectively adjacent part, for example with the said projection, and thus develop an optimal braking effect.
• the invention further relates to a tower consisting of a lattice structure with expandable structures, in particular with a lattice structure according to one of claims 1 to 6, wherein the tower serves as evacuation tower and has, for example, stairs and / or an elevator. It is conceivable that the tower consists of lattice support segments that are connected to each other or are assembled in situ when building the tower.
• the invention further relates to a bridge consisting of a lattice support structure with expandable structure, in particular with a lattice support structure according to one of claims 1 to 6.
• the invention further relates to a building with a tower consisting of a lattice structure with expandable structures, in particular with a lattice structure according to one of claims 1 to 6, wherein the tower is arranged with non-spread structures in or on the building and, if necessary, is thereby enlarged, that the structures are spread.
• the tower may have stairs and / or an elevator for evacuation purposes.
• the invention further relates to a transport system consisting of a lattice structure with expandable structures, in particular with a lattice structure according to one of claims 1 to 6, wherein in the lattice structure one or more elevators are arranged and wherein the lattice support structure consists of several interconnected lattice support structure segments which run in different directions, so that the elevator is also movable in correspondingly different directions.
• the invention further relates to a support structure for a tunnel consisting of a lattice support structure with expandable structures, in particular with a lattice support structure according to one of claims 1 to 6.
• the invention further relates to a tunnel with a support structure according to claim 15.
• the invention finally relates to a fastening system for islands or protective devices, such as dykes, dams, walls and the like, which is characterized in that the fastening system consists of rings or straight or curved elements or segments consisting of a lattice structure, preferably of a lattice structure with expandable Structures and in particular of a lattice structure according to one of claims 1 to 6.
• the lattice structure may be located adjacent or adjacent to the island or the protection device and / or to the island or protection device.
• It may be located on the side of the protection device facing the land or on the water side or on top of the protection device.
• the protective device has fixing elements to which the lattice support structure can be mounted.
• the lattice structure may extend in the longitudinal direction of the protection device. It may consist of elongated elements or segments, which are arranged one above the other or offset from one another.
• the invention further relates to a ship with one or more lattice structures with expandable structures, in particular with one or more lattice structures according to one of claims 1 to 6, which is characterized in that the at least one lattice structure is movable away from the hull of the ship and can be moved, in particular swiveled, towards the hull of the ship.
• the at least one lattice structure may have gas-filled, in particular air-filled chambers or be in communication with them.
• the at least one lattice support structure is designed in such a way that it has structures which are not spread apart in the state lying against the hull of the ship and structures which are spread apart in the fuselage-spaced state.
• the at least one lattice structure can be accessible and / or have a suitable for loading and unloading of the vessel cavity.
• FIG. 1 shows a perspective view of a lattice support structure according to the invention
• FIG. 2 is a sectional view along line A-A in FIG. 1,
• Figure 3 another perspective view of an inventive
• FIG. 4 shows a sectional view through the lattice support structure according to FIG. 3, FIG.
• FIG. 5 shows a perspective view of a lattice support structure according to the invention in a further embodiment
• FIG. 6 shows a sectional view through the lattice support structure according to FIG. 5
• FIG. 7 shows a schematic representation of a centrally extending actuating tube with bars arranged thereon
• FIGS. 8-11 show different representations of grid bars and grid bar connections
• FIG. 12 different views of parts of a pivotable connection of the bars
• Figure 13 schematic views of a lattice structure in another
• FIG. 14 a schematic view of an evacuation tower consisting of a lattice structure
• Figure 15 a schematic representation of a bridge consisting of a
• Figure 16a, b is a schematic representation of a building with a lattice structure
• FIG. 17 a schematic representation of a transport system consisting of a lattice structure
• FIG. 18 a schematic representation of a tunnel with a lattice structure
• FIG. 19 different representations of the lattice support structure according to FIG. 19
• FIGS. 20 a, b show schematic representations of an island / protective device fastened with lattice structures
• 21-23 schematic representations of lattice structures as protection or fastening devices before and after dam breaks and
• Fig. 24- - 26 schematic representations of a boat with lattice structures arranged therein.
• Figure 1 shows a schematic representation of the lattice support structure, which consists of interconnected pyramidal stump-like structures 10.
• Each of the structures has a base 11 and a tip 12, the surface 12 of a structure forming part of the base 11 of the following structure.
• the base surfaces of the structures are delimited by bars 20, each of which has a joint in the center, as indicated in FIG.
• the bases of the structures 10 forming base surfaces are connected by an unillustrated actuator, such as a rod or a cable. Depending on the direction of actuation of the rod or cable, the structure is spread or contracted. If the actuating element is actuated in accordance with the upwardly pointing arrow, the lattice support structure is pulled together, spread apart in the actuation according to the downward arrow.
• an unillustrated actuator such as a rod or a cable.
• bars 30 extend to the corners of the bases, which are articulated.
• the outer edges of the structure are formed by vertical, straight bars 40, which attach to the vertices of the base surfaces 11.
• the bars 30 are pivotally connected to the surfaces 12 and with the bars 40 in connection.
• the bars 20 are pivotally connected to the bars 40 in connection.
• the structures 10 also have grid bars 50 which extend from the respective base surfaces 11 to the tips or the tips forming units or surfaces 12 and are articulated there respectively. They form the edges of the structures 10.
• FIG. 2 shows a sectional view of the structure according to FIG. 1 in the section line A-A in states spread in different widths.
• Reference numeral 60 denotes a central operating rod which communicates with the tips of the structures 10.
• the letters A, B and C indicate the pivotal connection between the bars 30 and the actuating bar 60 and the top of the structure 10 (point C) and the bars 40 (point B).
• the grid bar 50 is pivotally connected to the grid bar 40 and at point A to the top of the structure 10.
• FIG. 3 shows the structure according to the invention in a further embodiment, in which the bases are not square but polygonal.
• Reference numerals 60 designate winches, by means of which a cable extending through the tips of the pyramids can be moved in different directions.
• FIG. 4 shows a corresponding sectional illustration through the arrangement according to FIG. 3 in states spread in different widths.
• Figure 5 shows a further perspective view of the lattice support structure according to the invention in which the pyramids do not taper, as is the case in Figure 3, but form a truncated pyramid, as shown in Figure 5.
• FIG. 6 shows a sectional view through the structure according to FIG. 5.
• FIG. 7 shows a view of a centrally extending actuating tube 60 as well as a grid bar 40 forming at the corner point of the structure, which bars are connected to one another by pivotable bars 30, 50.
• the arrangement shown in FIG. 7 corresponds to the arrangement shown in FIG. in the spread state, the letters C being replaced by A, A by E and B by C 1 D.
• FIG. 8 top illustration, shows the structure A-C according to FIG. 7 and illustrates that the grating bar 30 is pivotally arranged in its two end regions, wherein a projection 110 is arranged in one end region and a groove 120 in the other end region.
• the arranged at the vertex bar 40 has a projection 210 which engages in the corresponding three-sided limited by walls groove 120 and is bolted therein, so that there is a pivotal connection.
• a corresponding connection results at the other end of the grid bar 30, wherein the groove-like structure 320 is arranged in this case on the centrally extending tube 60.
• the projection 110 of the grid bar 30 is inserted and also bolted therein, so that there is a pivotal connection.
• FIG. 8 middle illustration, shows the grating bar 30 in a pivoted position, as it is traversed during the spreading and collapsing of the structures 10.
• the horizontal position of the grating bar 30 results from the figure 8, bottom view.
• a braking device which fixes the grid bar or its projection 110 and possibly also the projection 210 of the grid bar 40 in the respective pivoted position. It may be a drum brake or jaw brake or any other braking device. It is preferably provided that a jaw brake has two jaws which have projections or bulges directed toward the projection, acting simultaneously upon actuation of the brake on the recorded in the associated groove projection.
• FIG. 9 shows the structure EC according to FIG. 7 and shows that the grating bar 50 has at its two ends projections 510 which are received in corresponding grooves of the units 600, which on the one hand on the centrally extending tube 60 and on the other at the corner of the Base extending tube 40 are arranged.
• the grooves are differently aligned as shown in Figure 8 in opposite directions, that is, the groove on the centrally extending tube 60 is open at the top and the groove on the running in the corner grid bar 50 downwards. In both cases, it is ensured that the end position of the pivoting movement is formed by the groove bottom.
• Such a design of a pivotal connection thus offers the possibility to ensure in a comparatively simple manner an end point of the pivoting movement and thus a locking in the desired position.
• FIG. 10 shows an arrangement of a lattice support structure, as known from DE 20 2004 015 072, to the disclosure content of which reference is made in its entirety. Also, this lattice support has pivotally arranged or executed grid bars, as indicated in Figure 10.
• FIG. 11 shows in detail grid bars of the lattice support structure according to FIG. 10. The design of the pivotable connection corresponds to that explained above. The same applies to the arrangement of a brake or fixing device which fixes the grid bars in the desired pivoted position.
• Figure 12 shows different embodiments of the groove and the projection having parts which form the pivotal connection of the bars of a lattice structure. From Figure 12 also shows that the groove in cross-section may not necessarily be square, but also conical.
• FIG. 13 shows a schematic representation of a lattice structure according to FIG. 10 in detail with pivotable lattice bars in different positions.
• FIG. 14 shows a system in which an evacuation tower is erected on a building G.
• the evacuation tower consists of segments S of lattice structures, which are placed on top of each other.
• the vehicle shown on the left serves for transport and spreading of the lattice support structure segments S and the vehicle shown on the right serves to push the structure consisting of segments S upwards, if a new lattice support segment S has been attached again below.
• the lattice support structure segments are transported by the vehicle shown on the left in the unexpanded state, and then spread during installation.
• the lattice support structure can have integrated stairs or a staircase and / or also means for receiving a lift or such an elevator.
• FIG. 15 shows that the lattice support structure according to the invention or a lattice support structure with expandable structures can also be used without difficulty for a bridge, wherein the bridge can be formed by individual lattice support segments S which, before or after being spread by a crane, reach the desired one Position can be placed.
• FIG. 16a shows, in cross-section, a building G in which or on which a lattice support structure 700 with expandable structures is arranged.
• This structure can also serve as evacuation tower.
• the lattice support 700 is arranged in the unexpanded state in or on the building G, as is apparent from Fig. 16a, above, and if necessary, for example in the case of fire, spreads and then serves as an evacuation tower.
• the lattice structure is pivoted out of the building, as shown in Fig. 16a, below.
• stairs and / or elevators can be arranged.
• FIG. 16 b shows an embodiment in which the lattice support 700 adjoins the outer surface of the building G.
• the lattice support structure 700 does not have any structures that are spread apart when it is not needed is and is only spread in case of need.
• right-hand illustration shows that the lattice support structure 700 consists of individual segments which can be inserted into one another, wherein projections may be provided on the upper side of a segment which can be arranged in corresponding recesses or bores on the underside of the adjacent segment.
• FIG. 17 shows a transport system which consists of lattice structures 810, 820 with expandable structures. Elevators F1, F2 run in the expandable structures.
• the lattice support works 810 and 820 are composed of individual lattice structure segments.
• the lattice structures run in different directions, so that the elevators F1, F2 are also movable accordingly in different directions. It is conceivable, for example, that the elevator F1 in one of the lattice structures 810 is movable up and down when reaching a crossing point in another lattice structure 820 to the side.
• the elevators are accommodated in one another, as indicated in Fig. 17.
• the elevator F2 is horizontally movable in the lattice tower 820 and the elevator F1 is vertically movable in the lattice tower 810.
• the elevator F2 must of course be decoupled from the drive system from the lattice structure 820 and then coupled in the process again in the lattice structure 820.
• FIG. 17 shows a lattice support structure in an expanded structure which can be used, for example, as a support structure in tunnel construction.
• the lattice structure can be introduced into the tunnel and take over a supporting function there until the tunnel lining is completed or the tunnel is sufficiently supported elsewhere. It is conceivable then to remove the lattice structure from the tunnel. In principle, it can also be thought to leave the lattice structure in the tunnel.
• FIG. 19 shows the lattice support structure in a cross-sectional view (top) and in a longitudinal section in the spread-out (middle illustration) and collapsed (bottom) state.
• FIG. 20a finally shows in a cross-sectional view an island I, which may be natural or heaped up.
• this island for example, buildings or facilities such.
• the lattice structures 900 are placed around the island in a ring shape in order to prevent the island from changing its shape or sinking.
• the annular lattice structures may be formed of individual segments that may be provided by ships and connected together on site. In this case, ring-shaped lattice structures with a larger diameter are used in the lower area than in the areas arranged further up, as can be seen from FIG. 20a.
• the lattice structure can have a straight or curved structure.
• the lattice structures 900 are preferably spreadable and can be transported in the unexpanded state, then spread apart, connected to each other and then lowered simultaneously.
• the lattice structures 900 are staggered with respect to each other to follow the outer profile of island I. It is also conceivable that the lattice structures 900 are not superimposed, but are arranged offset from one another obliquely and preferably also communicate with each other. Fig. 20a further shows that also in the interior of the island corresponding lattice support works 900 'can be arranged, whereby the strength can be further improved.
• Fig. 20b shows that a corresponding attachment structure can also be used for protective devices such as dams or dikes or other ramparts.
• Fig. 20b shows an embodiment with a steep, d. H. vertically sloping left edge of the protection device, which adjoins the sea side. This facing away from land side is fixed with superimposed lattice structures 900, which are offset from each other and occupy a total of the height of the protective device. It is also provided here that an approximately parallel arrangement of lattice structures 900 'is arranged inside the protective device.
• FIG. 21 shows a plan view of the protective device 800, which may be designed, for example, as a wall, dike, embankment or other fastening system.
• the protective device 800 apart from an opening of the protective device 800 caused, for example, by a natural catastrophe, there is a lattice support structure 820 which is longer than the opening and which thus rests on the areas of the protective device 800 which adjoin the breakthrough .
• the lattice structure is a sturdy construction that can serve, for example, as a foundation for sand accumulation or sandbag accumulation so that the breakthrough can be relatively quickly sealed without the risk of flushing away the sand or sandbags.
• Fig. 22 shows the arrangement of a lattice support work 820 on the land side of a protection device 800, which is arranged by means of fixing devices 830, which are fixedly arranged at certain intervals on the protection device 800, as shown in Fig. 22, bottom view.
• the arrangement can of course also be arranged on the sea side, as can be seen from FIG.
• the lattice support structure 820 additionally serves as a breakwater and thus as protection of the device 800.
• Such a system makes it possible, if necessary, for example, before a hurricane hits the coast, to mount the lattice structures 820 at the endangered areas by means of the fixing points 830 in order to protect the coast accordingly.
• the lattice structures 820 can be transported in the unexpanded state quickly to the desired location, there spread and then mounted.
• it is of course also possible to mount the lattice structures 820 first and then spread open. Due to the detachable connection between the lattice structures 820 and the fixing points 830, the lattice structures 820 can then be removed and stowed again.
• FIG. 24 shows a ship 850, which is designed with two expandable lattice structures 860.
• the lattice structures are pivoted away from the hull of the ship 850 by means of pivotable rods 870, as illustrated for the lattice support 860 shown above. When pivoting or after pivoting the lattice structure 860 is spread.
• the lattice support structure 860 shown below is located tightly against the hull of the ship 860 in a corresponding recess, so that no increased flow resistance arises.
• the lattice structure 860 can for example serve as a shield for warships against projectiles or as a lifeboat or as a stabilizer, if in the hull of the ship 850 water has penetrated or if high waves require stabilization of the ship 850.
• the lattice structures can have air-filled chambers which can be designed in such a way that that the lattice support 860 itself is buoyant or ensures a sufficiently high buoyancy that a sinking of the ship 850 or its capsizing can be prevented at high seas.
• the lattice structures 860 can have a distance from each other that corresponds to the wavelength, so that the ship 850 does not fluctuate or only slightly.
• the distance of the lattice structures 860 from the hull of the ship 850 or from the other lattice structure 860 can be arbitrarily set.
• Fig. 26 illustrates that the lattice support structure can also be used as a rescue bridge to another ship or for loading or unloading or as boarding or exit of a ship.

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• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• General Engineering & Computer Science (AREA)
• Environmental & Geological Engineering (AREA)
• Ocean & Marine Engineering (AREA)
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• Mining & Mineral Resources (AREA)
• Physics & Mathematics (AREA)
• Life Sciences & Earth Sciences (AREA)
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• General Life Sciences & Earth Sciences (AREA)
• Geochemistry & Mineralogy (AREA)
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• Wood Science & Technology (AREA)
• Bridges Or Land Bridges (AREA)
• Rod-Shaped Construction Members (AREA)
• Road Paving Structures (AREA)
• Buildings Adapted To Withstand Abnormal External Influences (AREA)
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• Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
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• Apparatus For Radiation Diagnosis (AREA)
• Thermotherapy And Cooling Therapy Devices (AREA)
• Golf Clubs (AREA)

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• 2006
  • 2006-06-02 DE DE202006008770U patent/DE202006008770U1/de not_active Expired - Lifetime
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  • 2007-03-09 EP EP10007358.4A patent/EP2239384A3/fr not_active Withdrawn
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  • 2007-03-09 EP EP10007360.0A patent/EP2239385A3/fr not_active Withdrawn
  • 2007-03-09 ES ES07723158T patent/ES2359457T3/es active Active
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  • 2007-03-09 WO PCT/EP2007/002103 patent/WO2007134659A1/fr active Application Filing
  • 2007-03-09 PL PL07723158T patent/PL2029823T3/pl unknown
  • 2007-03-09 AT AT07723158T patent/ATE487009T1/de active
  • 2007-03-09 DK DK07723158.7T patent/DK2029823T3/da active
  • 2007-03-09 SI SI200730492T patent/SI2029823T1/sl unknown
• 2011
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