EP2188467B1 - Tower, in particular for supporting telecommunication appliances - Google Patents
Tower, in particular for supporting telecommunication appliances Download PDFInfo
- Publication number
- EP2188467B1 EP2188467B1 EP07827674.8A EP07827674A EP2188467B1 EP 2188467 B1 EP2188467 B1 EP 2188467B1 EP 07827674 A EP07827674 A EP 07827674A EP 2188467 B1 EP2188467 B1 EP 2188467B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bars
- bar
- tower
- appendices
- tower according
- Prior art date
- Legal status (The legal status 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 status listed.)
- Not-in-force
Links
Images
Classifications
-
- 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
- E04H12/085—Details of flanges for tubular masts
-
- 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
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2261—Mounting poles or posts to the holder on a flat base
Definitions
- the present invention relates to a tower, in particular for supporting telecommunication appliances, for example antennas.
- the towers for supporting telecommunication appliances are substantially divided into two categories, according to height: trestles, suitable for reaching high heights, for example more than ten metres, and the simpler towers of tubular shape for smaller height.
- the latter serve for example for supporting the antennas of shelters for telecommunication appliances.
- each tubular element is provided with connecting flanges at the ends thereof that must necessarily be made separately and then welded to the tubular body.
- each tubular element of the tower has a considerable weight, which requires the use of a crane for handling thereof. Since these towers are mainly intended for movable installations, the problem of the handiness and transportability thereof is much felt.
- a tower comprising all of the features of the preamble of claim 1 is known from document AT-8-380511 .
- the object of the present invention is to propose a tower of the second type which should allow obviating the disadvantages mentioned above with reference to the towers used so far.
- the object of the present invention is to propose a tower which should allow reaching much higher heights and which should be at the same time much lighter, much easier to made and assemble and much handier and more convenient to carry and store.
- tower 1; 100 comprises a plurality of bars 10; 110 next to one another along the respective sides so as to make a hollow structure of tubular shape and with polygonal section.
- Each bar comprises a bar body 11; 111 defining at least one side or face of said structure of tubular shape and longitudinal coupling appendices 12; 112 inclined relative to said bar body so that adjacent appendices of two sided bars are facing and fixed to each other.
- tower 1; 100 comprises of a plurality of bars or panels of oblong shape that extend along a direction substantially parallel to the longitudinal axis of the tower and that are connected to one another along the respective sides.
- Said sides of the bars or panels are defined by the coupling appendices 12; 112. These are shaped as tongues or ribs that preferably extend along all the side of bar 10; 110 and that have a smaller cross extension compared to the cross extension of the bar body.
- bars 10; 110 are equal to each other so as to make an equilateral polygon section structure.
- the coupling appendices 12; 112 are inclined outwards of the parallelepiped structure, and in particular they extend beyond the perimeter formed by the bar sides.
- the coupling appendices 12; 112 extend from the vertices of the polygon formed by the bar bodies, in radial direction relative to the centre of said polygon.
- bars 10; 110 are obtained from sheared and bent sheets.
- the coupling appendices 12; 112 carry a plurality of threaded holes 13; 113 distributed along the longitudinal extension thereof so as to be fixed to each other by bolts 14; 114.
- the tower comprises two sections or modules 1', 1" superimposed in height to one another, each section consisting of a single order of bars 10 fixed to one another along the sides.
- Superimposed sections are connected to one another by connecting plates 16 that connect the adjacent ends of at least two coupling appendices of two superimposed bars to each other.
- each bar, and thus a section has a height of about three metres.
- the connecting plates 16 are bolted to the coupling appendices 12.
- each connecting plate 16 is also bolted to the bar bodies 11 of two superimposed bars.
- each connecting plate 16 has an L shape with angle equal to that formed by the coupling appendices 12 relative to the bar body 11, so as to overlap both to a portion of the body and to the appendix, without protruding therefrom.
- Each bar body 11 therefore has, at the top and bottom ends thereof, and in the proximity of the coupling appendices 12, a plurality of holes 11', for example three holes, with which as many holes 16' obtained in the corresponding portion of the connecting plate 16 are aligned.
- the coupling appendices 12 are crossed at the ends thereof by a plurality of holes 12', for example three holes, with which as many holes 16" obtained in the corresponding portion of plate 16 are aligned.
- the two orders of holes in the bar body and in the coupling appendices are staggered in height so as to not generate weakening of the tower structure.
- the tower comprises a lower portion 2, for example comprising three or four sections 1', 1", ..., of truncated-pyramid shape in order to improve the stability of the structure.
- the bars of the higher sections have a smaller thickness than the bars of the lower sections, so as to impart greater lightness to the structure as the tower height increases.
- each section of the tower comprises eight bars 10, 10' side by side to make an octagonal structure.
- each bar comprises a flat bar body 11 that defines, in cross section, the side or face of an octagon.
- each section of the tower comprises three bars 100 side by side and fixed to each other.
- Each bar 100 comprises, besides the coupling appendices 112, a bar body 111 bent as a V with internal angle of 120°, so that the three bars side by side make a hexagonal structure.
- each bar body 111 has a median bending line that defines a pair of adjacent sides or faces of the hexagonal structure.
- Such embodiment is particularly suitable for constructing a tower 100 in a single section, for example with height equal to about 10 metres.
- bars 10 of the bottom section rest on a base flange 18 anchored to a foundation 17, for example of concrete.
- the bottom ends of bars 10 are fixed to flange 18 by square plates 19 bolted both to the bar bodies 11 and to flange 18.
- Figures 8, 8a show the bottom bars 10' of the tower at the base whereof there is obtained a plurality of holes 11" to which as many holes 19' obtained in the square plates 19 are obtained.
- flange 18 consists of four circular crown sectors 18' side by side.
- Each square plate 19 exhibits at least one pair of threaded holes 20 so that adjacent sectors 18' of flange 18 are connected to each other by a square plate 19 that overlaps to the contiguous ends of said sectors.
- the base flange 18 is in turn anchored to the foundation by log bolts 22.
- log bolts 22 emerge from the foundation so that the locking nuts 22' of log bolts 22 secure not only flange 18 but also the square plates 19 to the flange itself.
- tower 100 is supported by inclined props 120 resting on the ground.
- the top ends 120' of the props are fixed, for example by bolts, to the coupling appendices 112 of adjacent bars.
- the bottom ends 120" resting on the ground may also be fixed to the tower base by respective horizontal crosspieces 121.
- the tower does not need the construction of a ground anchoring foundation but it is simply resting on the ground and supported by props 120 and crosspieces 121.
- a rack 30 for cable support and guide is fixed to at least two coupling appendices side by side 12; 112 of adjacent bars.
- rack 30 comprises a plurality of brackets 31 that extend overhanging by the full tower height and that may be fixed to the appendices 12; 112 by bolts.
- At least one rod 40 for supporting an antenna or other telecommunication appliance is anchored, for example by bolted brackets, in the proximity of the top of tower 1; 100.
- a rung ladder 50 is fixed to at least two coupling appendices side by side 12; 112 of adjacent bars.
- ladder 50 comprises a plurality of anchoring plates 51 that extend overhanging from coupling appendices 12, to which plates 51 are advantageously fixed by bolts.
- Each plate 51 is crossed by at least one threaded hole wherein at last one rung 52 of ladder 50 screws.
- the rung ladder 50 is assembled straight on the tower itself, which acts as bearing element thereof.
- ladder 150 is a traditional resting ladder, at least one vertical upright of which it can be advantageously anchored, for example by special brackets 151, to the coupling appendices 112.
- each bar 10; 110 has at least a vertical row of lightening windows 60; 160 obtained in the bar body 11; 111.
- the rows of window of two adjacent bars are staggered in height so that at the window of a bar, the other bar has a completely solid portion, that is, without window.
- the tower is completely without welds, so the galvanisation of the metal making up all the tower elements is free from discontinuity.
- the structure therefore has no weakening zones or flaws.
- the modular structure essentially consisting of shaped bars allows an installation of the tower without the use of special means like cranes or large motor vehicles.
- the tower can be manually mounted even by few operators using simple pulleys for bringing the bars to the desired height.
- the tower proposed allows reaching heights comparable to those of trestles, while having a much simpler structure, consisting of a considerably smaller number of parts and much easier to carry and store.
- the tower according to the invention is not only suitable to be used in the field of telecommunications but it may be used also as support for wind appliances or in the building field.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
Description
- The present invention relates to a tower, in particular for supporting telecommunication appliances, for example antennas.
- The towers for supporting telecommunication appliances are substantially divided into two categories, according to height: trestles, suitable for reaching high heights, for example more than ten metres, and the simpler towers of tubular shape for smaller height. The latter serve for example for supporting the antennas of shelters for telecommunication appliances.
- Precisely, towers consist of tubular elements of cylindrical or polygonal shape with a few metres length. Despite their large thickness, more tubular elements must be piled up on top of each to other to obtain sufficient heights. To do so, each tubular element is provided with connecting flanges at the ends thereof that must necessarily be made separately and then welded to the tubular body.
- Moreover, each tubular element of the tower has a considerable weight, which requires the use of a crane for handling thereof. Since these towers are mainly intended for movable installations, the problem of the handiness and transportability thereof is much felt.
- A tower comprising all of the features of the preamble of
claim 1 is known from documentAT-8-380511 - The object of the present invention is to propose a tower of the second type which should allow obviating the disadvantages mentioned above with reference to the towers used so far.
- In particular, the object of the present invention is to propose a tower which should allow reaching much higher heights and which should be at the same time much lighter, much easier to made and assemble and much handier and more convenient to carry and store.
- Such objects are achieved with a tower according to
claim 1. - The details and the advantages of the tower according to the present invention will appear clearly from the following description of preferred embodiments, made by way of an indicative non-limiting example with reference to the annexed drawings, wherein:
-
Figure 1 shows a comprehensive view of a tower according to the invention in a first embodiment thereof; -
Figure 2 shows an enlarged view of two superimposed sections of the tower; -
Figure 3 shows a cross section of the tower along a section; -
Figure 4 shows a cross section of the tower at the level of the connection between two sections; -
Figures 5 and 5a show an elevation view and a development of a bar of the tower; -
Figures 6 and 6a show an elevation view and a development of a bar of the tower in an embodiment variation thereof; -
Figure 7 shows a plan view of a bar and two connecting plates associated thereto; -
Figures 8 and 8a show an elevation view and a development of a lower bar of the tower; -
Figure 9 shows a perspective enlarged view of the tower base; -
Figure 10 schematically shows the anchoring of the base flange of the tower to a concrete foundation; -
Figures 11a-11d show as many views of a detail of the tower base; -
Figure 12 shows an element of the base flange; -
Figure 13 shows a plan view of the tower base; -
Figures 14, 14a and 14b show a front view, a cross section and a development of a connecting plate between two superimposed bars; -
Figure 15 shows a perspective view of a tower in an embodiment variation thereof; -
Figure 16 shows an elevation view of the tower offigure 15 ; -
Figure 17 shows a plan view of the tower; -
Figures 18, 18a and 18b show a perspective, elevation and end view of a bar of the tower offigures 15-18 ; -
Figure 19 shows a perspective view of the tower in the embodiment variation, with a ladder and ground props; and -
Figure 20 shows a top plan view of the tower offigure 19 . - In accordance with a general embodiment,
tower 1; 100 according to the present invention comprises a plurality ofbars 10; 110 next to one another along the respective sides so as to make a hollow structure of tubular shape and with polygonal section. - Each bar comprises a
bar body 11; 111 defining at least one side or face of said structure of tubular shape andlongitudinal coupling appendices 12; 112 inclined relative to said bar body so that adjacent appendices of two sided bars are facing and fixed to each other. - In other words,
tower 1; 100 comprises of a plurality of bars or panels of oblong shape that extend along a direction substantially parallel to the longitudinal axis of the tower and that are connected to one another along the respective sides. - Said sides of the bars or panels are defined by the
coupling appendices 12; 112. These are shaped as tongues or ribs that preferably extend along all the side ofbar 10; 110 and that have a smaller cross extension compared to the cross extension of the bar body. - According to a preferred embodiment,
bars 10; 110 are equal to each other so as to make an equilateral polygon section structure. - Preferably, the
coupling appendices 12; 112 are inclined outwards of the parallelepiped structure, and in particular they extend beyond the perimeter formed by the bar sides. - In other words, the
coupling appendices 12; 112 extend from the vertices of the polygon formed by the bar bodies, in radial direction relative to the centre of said polygon. - According a particularly advantageous embodiment,
bars 10; 110 are obtained from sheared and bent sheets. - According to an embodiment, the
coupling appendices 12; 112 carry a plurality of threadedholes 13; 113 distributed along the longitudinal extension thereof so as to be fixed to each other bybolts 14; 114. - According to an embodiment illustrated in
figures 1-14 , the tower comprises two sections ormodules 1', 1" superimposed in height to one another, each section consisting of a single order ofbars 10 fixed to one another along the sides. Superimposed sections are connected to one another by connectingplates 16 that connect the adjacent ends of at least two coupling appendices of two superimposed bars to each other. For example each bar, and thus a section, has a height of about three metres. - Preferably, the connecting
plates 16 are bolted to thecoupling appendices 12. - Advantageously, the connecting
plates 16 are also bolted to thebar bodies 11 of two superimposed bars. In the practice, each connectingplate 16 has an L shape with angle equal to that formed by thecoupling appendices 12 relative to thebar body 11, so as to overlap both to a portion of the body and to the appendix, without protruding therefrom. Eachbar body 11 therefore has, at the top and bottom ends thereof, and in the proximity of thecoupling appendices 12, a plurality of holes 11', for example three holes, with which as many holes 16' obtained in the corresponding portion of the connectingplate 16 are aligned. Also thecoupling appendices 12 are crossed at the ends thereof by a plurality of holes 12', for example three holes, with which asmany holes 16" obtained in the corresponding portion ofplate 16 are aligned. Advantageously, the two orders of holes in the bar body and in the coupling appendices are staggered in height so as to not generate weakening of the tower structure. - According to an embodiment that comprises multiple superimposed sections, for example up to exceeding 20-30 metres height, the tower comprises a
lower portion 2, for example comprising three or foursections 1', 1", ..., of truncated-pyramid shape in order to improve the stability of the structure. - Advantageously, such shape is obtained with the use of bars 10' of trapezoidal shape, that is, that narrow upwards (
figures 6, 6a ,8, 8a ). - Moreover, the bars of the higher sections have a smaller thickness than the bars of the lower sections, so as to impart greater lightness to the structure as the tower height increases.
- In accordance with an embodiment illustrated in
figures 1-14 , each section of the tower comprises eightbars 10, 10' side by side to make an octagonal structure. Thus, each bar comprises aflat bar body 11 that defines, in cross section, the side or face of an octagon. - In one embodiment illustrated in
figures 15-20 , each section of the tower comprises threebars 100 side by side and fixed to each other. Eachbar 100 comprises, besides thecoupling appendices 112, abar body 111 bent as a V with internal angle of 120°, so that the three bars side by side make a hexagonal structure. In other words, eachbar body 111 has a median bending line that defines a pair of adjacent sides or faces of the hexagonal structure. - Such embodiment is particularly suitable for constructing a
tower 100 in a single section, for example with height equal to about 10 metres. - In one embodiment particularly suitable for large height towers,
bars 10 of the bottom section rest on abase flange 18 anchored to afoundation 17, for example of concrete. Preferably, the bottom ends ofbars 10 are fixed toflange 18 bysquare plates 19 bolted both to thebar bodies 11 and toflange 18. -
Figures 8, 8a show the bottom bars 10' of the tower at the base whereof there is obtained a plurality ofholes 11" to which as many holes 19' obtained in thesquare plates 19 are obtained. - According to one embodiment,
flange 18 consists of four circular crown sectors 18' side by side. Eachsquare plate 19 exhibits at least one pair of threadedholes 20 so that adjacent sectors 18' offlange 18 are connected to each other by asquare plate 19 that overlaps to the contiguous ends of said sectors. - The
base flange 18 is in turn anchored to the foundation bylog bolts 22. Advantageously, logbolts 22 emerge from the foundation so that the locking nuts 22' oflog bolts 22 secure not only flange 18 but also thesquare plates 19 to the flange itself. - According to one embodiment particularly suitable for smaller size towers, for example the hexagonal tower described above,
tower 100 is supported byinclined props 120 resting on the ground. In particular, the top ends 120' of the props are fixed, for example by bolts, to thecoupling appendices 112 of adjacent bars. The bottom ends 120" resting on the ground may also be fixed to the tower base by respectivehorizontal crosspieces 121. - In this embodiment, therefore, the tower does not need the construction of a ground anchoring foundation but it is simply resting on the ground and supported by
props 120 andcrosspieces 121. - According to one embodiment, a
rack 30 for cable support and guide is fixed to at least two coupling appendices side byside 12; 112 of adjacent bars. In particular, rack 30 comprises a plurality ofbrackets 31 that extend overhanging by the full tower height and that may be fixed to theappendices 12; 112 by bolts. - At least one
rod 40 for supporting an antenna or other telecommunication appliance is anchored, for example by bolted brackets, in the proximity of the top oftower 1; 100. - Moreover, a
rung ladder 50 is fixed to at least two coupling appendices side byside 12; 112 of adjacent bars. - According to one embodiment particularly suitable for large height and thus large section towers 1,
ladder 50 comprises a plurality of anchoringplates 51 that extend overhanging fromcoupling appendices 12, to whichplates 51 are advantageously fixed by bolts. Eachplate 51 is crossed by at least one threaded hole wherein at last onerung 52 ofladder 50 screws. Thus, therung ladder 50 is assembled straight on the tower itself, which acts as bearing element thereof. - In one embodiment particularly suitable for smaller size towers 100, on the other hand,
ladder 150 is a traditional resting ladder, at least one vertical upright of which it can be advantageously anchored, for example byspecial brackets 151, to thecoupling appendices 112. - Advantageously, moreover, each
bar 10; 110 has at least a vertical row of lighteningwindows 60; 160 obtained in thebar body 11; 111. - Preferably, the rows of window of two adjacent bars are staggered in height so that at the window of a bar, the other bar has a completely solid portion, that is, without window.
- In all the embodiments described, the tower is completely without welds, so the galvanisation of the metal making up all the tower elements is free from discontinuity. The structure therefore has no weakening zones or flaws.
- The modular structure essentially consisting of shaped bars allows an installation of the tower without the use of special means like cranes or large motor vehicles. In particular, thanks to the lightness of the bars, the tower can be manually mounted even by few operators using simple pulleys for bringing the bars to the desired height.
- Thanks to the possibility of piling all the elements making up the tower, storage and transport thereof are facilitated and allowed even in very narrow spaces.
- It should be noted that the tower proposed allows reaching heights comparable to those of trestles, while having a much simpler structure, consisting of a considerably smaller number of parts and much easier to carry and store.
- Finally, it should be noted that the tower according to the invention is not only suitable to be used in the field of telecommunications but it may be used also as support for wind appliances or in the building field.
Claims (15)
- Tower (1; 100), in particular for supporting telecommunication appliances, comprising a plurality of bars (10; 110) next to one another along the respective sides so as to make a hollow structure of tubular shape with polygonal section, each bar comprising a bar body (11; 111) defining at least one side of said structure, wherein said sides of the bars comprise longitudinal appendices (12; 112) for coupling to adjacent bars, said coupling appendices extending from and in inclined direction relative to said bar body so that adjacent appendices of two sided bars are facing and fixed to each other, the tower comprising at least two sections superimposed in height to each other, characterised in that said sections are connected to one another by L-shaped plates (16) forming an angle equal to that formed by the coupling appendices relative to the bar body, so that to overlap and to be bolted both to a portion of the body and to the appendix without protruding therefrom.
- Tower according to claim 1, wherein said bars (10; 110) are equal to each other so as to make an equilateral polygon section structure.
- Tower according to claim 2, wherein said coupling appendices (12; 112) are inclined outwards of the parallelepiped structure and extend beyond the perimeter formed by the bar sides.
- Tower according to claim 3, wherein said coupling appendices (12; 112) extend from the vertices of the polygon formed by the bar bodies (11; 111), in radial direction relative to the centre of said polygon.
- Tower according to any one of the previous claims, wherein said coupling appendices (12; 112) are bolted to each other.
- Tower according to any one of the previous claims, wherein said coupling appendices (12; 112) extend by the entire bar length.
- Tower according to any one of the previous claims, wherein each bar (10; 110) is obtained from a sheared and bent sheet at least at the level of the coupling appendices (12; 112).
- Tower according to any one of the previous claims, wherein the bars (10; 110) of at least one bottom section of the tower have a trapezoidal shape so that said section exhibits a truncated-pyramid shape.
- Tower according to any one of the previous claims, comprising eight bars (10; 110) side by side making up an octagonal structure.
- Tower according to any of claims 1-8, comprising three bars (10; 110) side by side, each bar comprising a bar body bent as a V with angle of 120°, so that the three bars side by side make a hexagonal structure.
- Tower according to any one of the previous claims, wherein the bars (10; 110) of the bottom section rest on a base flange (18) whereto they are fixed by square plates (19) bolted both to the bar bodies and to the flange, said base flange being anchored to a foundation by a plurality of log bolts (22).
- Tower according to any one of the previous claims, wherein the bars (10; 110) of a bottom section are supported by props (120) resting on the ground, the top ends of the props being fixed to the coupling appendices (12; 112) of adjacent bars.
- Tower according to any one of the previous claims, wherein an antenna support rod (40) is anchored to at least two coupling appendices (12; 112) side by side of adjacent bars.
- Tower according to any one of the previous claims, wherein a rung ladder (50) is fixed to at least two coupling appendices (12; 112) side by side of adjacent bars (10; 110), said rung ladder comprising a plurality of anchoring plates (51) that extend overhanging from side by side appendices of adjacent bars, the ladder rungs (52) being screwed to said anchoring plates.
- Tower according to any one of the previous claims, wherein each bar (10; 110) has at least one vertical row of lightening windows (60) obtained in the bar body, the rows of window of two adjacent bars being staggered in height so that at the window of a bar, the other bar exhibits a completely solid portion, that is, without window.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/IT2007/000622 WO2009031175A1 (en) | 2007-09-07 | 2007-09-07 | Tower, in particular for supporting telecommunication appliances |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2188467A1 EP2188467A1 (en) | 2010-05-26 |
EP2188467B1 true EP2188467B1 (en) | 2014-05-28 |
Family
ID=39469622
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07827674.8A Not-in-force EP2188467B1 (en) | 2007-09-07 | 2007-09-07 | Tower, in particular for supporting telecommunication appliances |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2188467B1 (en) |
WO (1) | WO2009031175A1 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102014118251A1 (en) * | 2014-12-09 | 2016-06-09 | SIAG Industrie GmbH | Process for the production and erection of a tubular tower construction |
WO2016091499A1 (en) | 2014-12-09 | 2016-06-16 | SIAG Industrie GmbH | Method for producing and erecting a tubular tower construction |
DE102015115645A1 (en) | 2015-09-16 | 2017-03-16 | SIAG Industrie GmbH | Process for the production and erection of a tubular tower construction |
DE102015115646A1 (en) | 2015-09-16 | 2017-03-16 | SIAG Industrie GmbH | Door construction for a tubular tower construction |
DE102015014458A1 (en) | 2015-09-16 | 2017-03-16 | Senvion Gmbh | Door construction for a tubular tower construction |
RU2683424C1 (en) * | 2018-01-11 | 2019-03-28 | Общество С Ограниченной Ответственностью "Научно-Производственное Объединение "Инновационные Технологии - Киси" | Multi-faceted pillar of a power pole |
RU2743980C1 (en) * | 2020-08-24 | 2021-03-01 | Линар Салихзанович Сабитов | Multifaceted support |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8474212B2 (en) | 2009-04-22 | 2013-07-02 | Rautaruukki Oyj | Tower for a wind power plant |
CN103924813B (en) * | 2014-04-28 | 2016-11-23 | 国家电网公司 | A kind of electric power line steel tower and half space thereof |
DE102014113090A1 (en) * | 2014-09-11 | 2016-03-17 | Reiner Laube | structural beam |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT380511B (en) * | 1984-07-12 | 1986-06-10 | Voest Alpine Krems | METAL POLE |
DE9202757U1 (en) * | 1992-03-02 | 1992-10-29 | König, Reinhard, Dr.-Ing., 7505 Ettlingen | mast |
CA2554663C (en) * | 2004-02-04 | 2011-03-15 | Heiko Sportel | Tower for a wind turbine, prefabricated metal wall part for use in a tower for a wind turbine and method for constructing a tower for a wind turbine |
-
2007
- 2007-09-07 WO PCT/IT2007/000622 patent/WO2009031175A1/en active Application Filing
- 2007-09-07 EP EP07827674.8A patent/EP2188467B1/en not_active Not-in-force
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102014118251A1 (en) * | 2014-12-09 | 2016-06-09 | SIAG Industrie GmbH | Process for the production and erection of a tubular tower construction |
WO2016091499A1 (en) | 2014-12-09 | 2016-06-16 | SIAG Industrie GmbH | Method for producing and erecting a tubular tower construction |
DE102014118251B4 (en) * | 2014-12-09 | 2017-05-04 | SIAG Industrie GmbH | Process for the production and erection of a tubular tower construction |
DE102015115645A1 (en) | 2015-09-16 | 2017-03-16 | SIAG Industrie GmbH | Process for the production and erection of a tubular tower construction |
DE102015115646A1 (en) | 2015-09-16 | 2017-03-16 | SIAG Industrie GmbH | Door construction for a tubular tower construction |
DE102015014458A1 (en) | 2015-09-16 | 2017-03-16 | Senvion Gmbh | Door construction for a tubular tower construction |
RU2683424C1 (en) * | 2018-01-11 | 2019-03-28 | Общество С Ограниченной Ответственностью "Научно-Производственное Объединение "Инновационные Технологии - Киси" | Multi-faceted pillar of a power pole |
RU2743980C1 (en) * | 2020-08-24 | 2021-03-01 | Линар Салихзанович Сабитов | Multifaceted support |
Also Published As
Publication number | Publication date |
---|---|
EP2188467A1 (en) | 2010-05-26 |
WO2009031175A1 (en) | 2009-03-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2188467B1 (en) | Tower, in particular for supporting telecommunication appliances | |
US9879441B2 (en) | Modular monopole tower foundation | |
US7464512B1 (en) | Hollow structural member | |
RU2536548C2 (en) | Tower for wind-driven power plant | |
US20090000213A1 (en) | House, More Particularly an Emergency House | |
WO2009156827A1 (en) | Upgradeable lattice tower and components thereof | |
CA2823814C (en) | Mounting assembly and method to erect in sections an annular tower for wind or heliostatic power generators in an energy farm | |
US10615738B2 (en) | Photovoltaic solar array support structure | |
EP3771090A1 (en) | Apparatus for the generation of electrical energy by photovoltaic panels | |
CN107849864B (en) | Tower of a wind power plant | |
US11499528B2 (en) | Wind turbine mast section, wind turbine mast and assembly method | |
WO2023126974A1 (en) | Portable footing based telecom tower | |
EP3580408B1 (en) | A resuable modular building and a method for erecting the same | |
WO2013117660A1 (en) | Storage structure for construction modules of a wind turbine support tower | |
NO20171486A1 (en) | Modular system for shielding and/or extending a radio mast and mounting of equipment thereon | |
KR20190037833A (en) | Prefabricated tower foundation | |
EP3636858A1 (en) | Structural assembly | |
CN111395822A (en) | Wind and rain shed | |
US20190040621A1 (en) | Modular buildings and methods of construction thereof | |
US20160032588A1 (en) | Self supporting communication tower | |
CN206503284U (en) | A kind of semicircle vertex of a cone combines paulin room with curved surface top | |
WO2020105205A1 (en) | Tower for a wind turbine generator | |
CN217420754U (en) | Soil-building assembled greening structure | |
NL2010981C2 (en) | METHOD FOR MANUFACTURING A CONSTRUCTION WORK, WITH THE METHOD OBTAINED FROM CONSTRUCTION AND A COMPOSITION OF COMPONENTS FOR CARRYING OUT THE METHOD. | |
JP3785591B2 (en) | Tower tower |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20100226 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK RS |
|
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20131220 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 670338 Country of ref document: AT Kind code of ref document: T Effective date: 20140615 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602007036942 Country of ref document: DE Effective date: 20140710 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 670338 Country of ref document: AT Kind code of ref document: T Effective date: 20140528 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20140528 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140829 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140929 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: BE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602007036942 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602007036942 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: LU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140907 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
26N | No opposition filed |
Effective date: 20150303 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20140907 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602007036942 Country of ref document: DE Effective date: 20150303 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20150529 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602007036942 Country of ref document: DE Effective date: 20150401 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140907 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150401 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140930 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140930 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140907 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140930 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20140528 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20070907 |