WO2010107359A1 - A telecommunication tower segment - Google Patents
A telecommunication tower segment Download PDFInfo
- Publication number
- WO2010107359A1 WO2010107359A1 PCT/SE2009/051391 SE2009051391W WO2010107359A1 WO 2010107359 A1 WO2010107359 A1 WO 2010107359A1 SE 2009051391 W SE2009051391 W SE 2009051391W WO 2010107359 A1 WO2010107359 A1 WO 2010107359A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- telecommunications tower
- telecommunications
- segment
- section
- tower
- 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.)
- Ceased
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0064—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
- B28B7/0082—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces with surfaces for moulding parallel grooves or ribs
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0064—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
- B28B7/0079—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces with surfaces for moulding interlocking means, e.g. grooves and ribs
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
- B28B7/186—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for plates, panels or similar sheet- or disc-shaped objects, also flat oblong moulded articles with lateral openings, e.g. panels with openings for doors or windows, grated girders
-
- 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
- E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
-
- H—ELECTRICITY
- H01—ELECTRIC ELEMENTS
- H01Q—ANTENNAS, i.e. RADIO AERIALS
- H01Q1/00—Details of, or arrangements associated with, antennas
- H01Q1/12—Supports; Mounting means
-
- H—ELECTRICITY
- H01—ELECTRIC ELEMENTS
- H01Q—ANTENNAS, i.e. RADIO AERIALS
- H01Q1/00—Details of, or arrangements associated with, antennas
- H01Q1/12—Supports; Mounting means
- H01Q1/1242—Rigid masts specially adapted for supporting an aerial
Definitions
- the present invention relates to towers, and in particular to telecommunications towers for use in telecommunications networks. More specifically, it relates to a telecommunications tower segment, a telecommunications tower section, a telecommunications tower, a method of manufacturing a telecommunications tower segment and a method of building a telecommunications tower.
- Prevailing technology for telecom towers/masts, whether self supported or guyed, are lattice steel constructions. These masts are often galvanized using hot dip galvanization, where the steel structure is coated with a layer of zinc.
- Steel towers are usually manufactured for a design life between 30-50 years. Coated structures are sensible to mechanical wear, and lattice steel towers are no exception. Towers get surface damages during transportation and installation, and such damages need to be mended when the tower is installed. Since hot dip is not an option when the tower is installed, painting or spraying with cold galvanization is a method used. Damages to a protective zinc layer can not be avoided during transportation and installation, and corrosion will start at damaged areas. Corrosion is what sets design life for all steel structures, and regardless of zinc coat, certain maintenance is required to stop corrosion during a construction life time.
- WO-2008136717-A1 discloses an antenna tower elongated structure which comprises base, intermediate, and terminating segments (S1-S4).
- the segments are made of reinforced concrete, and interconnected in a longitudinal direction by elongated fastening members that together form a longitudinal interconnection structure that interconnects the base segment to the terminating segment without gaps in the longitudinal direction.
- Each segment comprises fastening member guides formed in the wall of the segment and arranged to preserve the fastening members at predetermined configuration with respect to the segment. See fig.1 , fig. 2 and fig. 3.
- WO-2007108766-A1 and WO-2007108765-A1 disclose hollow conical antenna tower structures comprising a vertical elongated tower body with an internal installation shaft.
- the tower is arranged to house a radio base station and the tower body comprises greater than or equal to two modular segments provided with mating interconnection mechanism comprising mating guide structures.
- WO-2007108731 -A1 discloses an antenna tower structure that comprises radio base stations; tubular tower sections having hollowed cross section; arrangement for moving a whole antenna radio base station along an elongation of the antenna tower structure, the antenna radio base station being disposed inside the tubular tower; and entrance into the antenna tower structure giving access for service of the antenna radio base station.
- the quarters used in the ground sections may cause some manufacturing problems.
- the quarters may be too big to transport on common roads. This is so because, these quarters are not stackable and require special permit transports to be moved.
- the shape of the quarters used in earlier versions they had to be cast in a double sided mold. Again, casting in a double sided mold may be time consuming and, hence, expensive.
- the shape of the existing quarters combined with requirements for up to 90 MPa compression strength of the concrete, generally makes it very difficult to produce large scale ground sections in a fast and inexpensive way. Even if manufacturing was possible the ingredients and the dimensions used in earlier versions (cement ratio, super plasticizers etc) make it an expensive construction. It is an object to obviate one or more of the disadvantages or deficiencies mentioned above, singly or in combination, and to provide an improved telecommunications tower segment.
- a telecommunications tower segment for the construction of a section of a telecommunications tower.
- the telecommunications tower may have solid walls.
- the telecommunications tower segment is attachable to other telecommunication tower segments such that a plurality of such telecommunications tower segments can form a tubular section of a telecommunications tower.
- the telecommunications tower segment has a convex first surface.
- the telecommunications tower segment further has a second surface opposite to the first surface, wherein the second surface is flat or partly flat.
- the telecommunications tower segment may have a first end and a second end, wherein the first surface and the second surface stretch from the first end to the second end, and wherein the telecommunications tower segment has a gradually increasing circumference as seen from the first end to the second end.
- telecommunications tower segments may be arranged to form a section, and may so describe a common frusto-conical outer surface.
- the second surface may comprise one or more open recesses.
- the telecommunications tower segment may comprise one or more tubes, or tube-like cavities, running from the first end to the second end.
- the telecommunications tower segment may have at least one side fitted with a groove suitable for connecting the telecommunications tower segment to another telecommunications tower segment for enabling the construction of the section of the telecommunications tower.
- the telecommunications tower segment may be suited to be connected to other telecommunications tower segments by injection.
- the telecommunications tower segment may be approximately 9 meters long, and 2 meters wide at its widest end. Alternatively, the telecommunications tower segment may be approximately 5 meters long, and 2 meters wide at its widest end.
- the telecommunications tower segment may preferably, but not necessarily, be made from reinforced concrete.
- a telecommunications tower section may comprise a plurality of telecommunications tower segments.
- a cross-section of the telecommunications tower section may form an outer circle.
- the telecommunications tower section may contain eight telecommunications tower segments as described hereinabove.
- the telecommunications tower section may be adapted to form a base section, or ground section, of a telecommunications tower.
- a telecommunications tower comprises a plurality of telecommunications tower segments that are adapted to form a telecommunications tower section of said telecommunications tower.
- Each telecommunications tower segment has a convex first surface and each of said telecommunications tower segments also have a second surface opposite to the first surface.
- the second surface is flat or partly flat.
- the shape of the second surface may be a result of the segment having been cast in an open mold.
- a method of manufacturing a telecommunications tower segment is given for the construction of a telecommunications tower section of a telecommunications tower.
- the telecommunications tower segment is cast in an open mold.
- a method of building a telecommunications tower comprises the steps of assembling a plurality of telecommunications tower segments to form a telecommunications tower section; and using the telecommunications tower section as a section of the telecommunications tower.
- the telecommunications tower is hollow, or tubular.
- Figure 1 shows a cast antenna tower structure.
- Figure 2 shows an antenna tower
- Figure 3 shows a sectioning tower base.
- Figure 4 shows a cross-section view of a tower section embodiment.
- Figures 5-7 show embodiments of segment casting from different angles.
- a telecommunications tower segment is provided.
- Such a telecommunications tower segment could preferably be manufactured using a single sided mold and as an example using concrete having 40 MPa compression strength.
- Such a solution is described/illustrated in fig. 4 to fig. 7.
- the solution is achieved for example by dividing a full circle into eight segments having an inner cross section shape of an octagonal, that is by maintaining the inside surface flat.
- the outer surface is preferably kept in the shape as described in fig. 4 to fig. 7, that is a circular cross section of the total base section when mounted together.
- antenna tower structures are those of height of 40 m is used in the examples, though the tower is not by any means limited to the sizes and shapes described in the figures.
- Other relevant antenna tower structure heights are all from 15 to 55 meters.
- Minimum base section width size may be 5 meters, but any diameter sizes between 5-10 meters are possible.
- Other inner cross section shapes are possible as mentioned above, for example hexagonal when choosing 6 elements. Combination of different inner cross section shapes with different outer cross section shapes is also possible.
- Outer surface sections are formed upon request and can be made to represent a signature as of an operator or to better fit into a landscape view.
- the inner cross section shape is formed to simplify the manufacturing of elements and to cut down costs.
- an important aspect of some embodiments of the present invention is to introduce a customer specific antenna tower shape(s), working as a "signature" for an operator.
- the antenna tower structure may form part of a support for an advertising board.
- the ground section is further mounted on a foundation or directly attached to the ground preferably by piles or injection piles/poles. Each element may be directly attached to a foundation part or to ground for example by aid of a pole.
- the ground section is divided into having an outer circular shaped surface and inner octagonal shaped surface with 8 identical elements parts with a flat inner surface the field in the middle at a cross section would be thick.
- the elements are molded into a partly hollowed form according to fig. 5-fig. 7.
- each element is attached to each other by aid of an attachment part (see fig. 5). This is achieved by forming at least one side of each element as hollowed out and which can be filled in later on with attaching material, such as more concrete. Both sides of each element are preferably hollowed out. Other attaching methods can be used such as bolting, screwing, gluing etc. Additionally, metal wires or strands can be used around the outer surface to give more stability to the ground section.
- Figure 1 depicts an elongated cast antenna tower structure according to the prior art.
- the structure is laid out in segments, S1-S4, wherein S1 is the base segment.
- the segments are interconnected in the longitudinal direction by a plurality of elongated fastening members (20) that together form a longitudinal interconnection structure (30) that interconnect the base segment to the terminating segment without gaps in the longitudinal direction, and wherein each segment comprises fastening member guides (50) formed in the wall of the segment and arranged to preserve the fastening members at predetermined configuration with respect to said segment.
- Figure 2 depicts a telecommunications tower (200) comprising telecommunications tower sections (100).
- a telecommunications tower section (100) may comprise telecommunications tower segments (300).
- the figure provides exemplary measurements of the parts.
- Figure 3 depicts a base section (6) of a telecommunications tower (200).
- the base section (6) may be around 5000 mm in diameter and has a preferred shape of a circle, when viewed from above. 8-12 piles can be used to attach the base section (6) to ground.
- the base section (6) is directly cast or mould into ground, by aid of a foundation part.
- the size and shape is not by any way limited to 5000 mm and circle shaped.
- the base section (6) includes one or more entrances (8), giving access to an inside part of the antenna tower structure 200.
- One or more controllable ventilation openings (5) at the base section part (6) permits controllable air intake for air circulation causing a cooling mechanism inside the telecommunications tower (200).
- the base section 6 (bottom section), which may be hollow, is large enough to fit most equipment configurations in an indoor environment.
- the base section 6 is typically insulated, and that insulation is attached in mould and fitted while the sections are being cast. Electrical conduits are placed in the mould as well as other details.
- a benefit of having a hollow construction is avoidance of a separate shelter. Requirement for site fence is also avoided due to tower base natural scale protection and anti climbing geometry.
- the base section (6) is built in separate parts which are to be put together on place.
- Figure 4 depicts a telecommunications tower section (100) comprising telecommunications tower segments (300). Each segment has a flat or partly flat surface (320), as well as convex surface (310) opposite of the flat surface. According to some embodiments, the section (100) has a varying circumference, such as being smaller in one end. This shape could resemble a cone, as illustrated by the dashed circles in figure 4.
- Figure 5 depicts a telecommunications tower segment (300), as seen from two different angles, in two different scales.
- the figure further shows a mould (350) suitable for casting the segment.
- the top drawing is a side view of the mould, shown with an exemplary length measurement. The length is measured from the first end (510) to the second end (520).
- the segment may be cast using vibrators to vibrate the mould, in order to achieve a more homogeneous cast.
- the bottom drawing of figure 5 is a side view of the segment and the mould, as seen from the second end (520).
- the second end (520) may measure 2 meters, at its widest direction.
- a groove can be constructed by fitting the mould with an attachment part (500) at either or both sides. It is advantageous to have a groove at both said sides, in order to facilitate assembly of a section.
- a groove is useful for connecting a segment to another segment or another structure. Connecting segments can be done by means of injection, e.g. using concrete or another material with some adhesive properties. Alternatively or additionally, a segment may be fitted with grooves for connecting the section of the segment to an adjacent section.
- Figure 6 also depicts a telecommunications tower segment and a casting mould, as seen from two different angles, in two different scales.
- an attachment part (500) fitted to one or both sides of the mould.
- the attachment parts are fitted using a joint (340), which permits the operation of the attachment parts so as to create a groove while casting, and subsequently remove the attachment parts for easy removal of the segment once finalized by turning the attachment parts around the joint.
- a joint 340
- the usage of tubes allows for running fastening members, in order to connect a segment to another.
- An alternative use of the tubes may be for running cables.
- Figure 7 also depicts a telecommunications tower segment (300) and a casting mould (350), as seen from two different angles, in two different scales.
- a recess can be created by milling or otherwise removing material from the segment.
- a recess may be created during construction of the segment by means of inserting one or more foreign bodies into a cast, so as to prevent casting material from entering the areas where a recess is wanted.
- the term solid is taken to mean a molded structure, as opposed to a lattice structure.
- section and segment are in the art used interchangeably. When describing the present invention, a section may comprise a plurality of segments, as follows from the attached claims.
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Manufacturing & Machinery (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Support Of Aerials (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Mobile Radio Communication Systems (AREA)
- Lining And Supports For Tunnels (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims
Priority Applications (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200980158171.4A CN102356206B (en) | 2009-03-19 | 2009-12-08 | Telecom tower section |
| EP09841978A EP2408982A4 (en) | 2009-03-19 | 2009-12-08 | A telecommunication tower segment |
| US13/257,324 US20120017536A1 (en) | 2009-03-19 | 2009-12-08 | Telecommunication Tower Segment |
| RU2011142175/03A RU2011142175A (en) | 2009-03-19 | 2009-12-08 | TELECOMMUNICATION TOWER SEGMENT |
| JP2012500737A JP2012520955A (en) | 2009-03-19 | 2009-12-08 | Telecommunications tower segment |
| ZA2011/06361A ZA201106361B (en) | 2009-03-19 | 2011-08-30 | A telecommunication tower segment |
| EG2011091546A EG26278A (en) | 2009-03-19 | 2011-09-18 | A telecommunication tower segment |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US16150609P | 2009-03-19 | 2009-03-19 | |
| US61/161,506 | 2009-03-19 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010107359A1 true WO2010107359A1 (en) | 2010-09-23 |
Family
ID=42739846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/SE2009/051391 Ceased WO2010107359A1 (en) | 2009-03-19 | 2009-12-08 | A telecommunication tower segment |
Country Status (11)
| Country | Link |
|---|---|
| US (1) | US20120017536A1 (en) |
| EP (1) | EP2408982A4 (en) |
| JP (1) | JP2012520955A (en) |
| KR (1) | KR20110128336A (en) |
| CN (1) | CN102356206B (en) |
| CL (1) | CL2011002310A1 (en) |
| EG (1) | EG26278A (en) |
| RU (1) | RU2011142175A (en) |
| TR (1) | TR201109095T1 (en) |
| WO (1) | WO2010107359A1 (en) |
| ZA (1) | ZA201106361B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102011053017A1 (en) * | 2011-08-26 | 2013-02-28 | Max Bögl Wind AG | Method for erecting a tower construction and tower construction |
| WO2013074008A1 (en) * | 2011-11-18 | 2013-05-23 | Telefonaktiebolaget L M Ericsson (Publ) | Method and arrangement relating to atennna mast of wireless communication system |
| DE102011090194A1 (en) * | 2011-12-30 | 2013-07-04 | Rolf J. Werner | Tower-shaped structure |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8734705B2 (en) | 2008-06-13 | 2014-05-27 | Tindall Corporation | Method for fabrication of structures used in construction of tower base supports |
| US20120012727A1 (en) * | 2009-03-19 | 2012-01-19 | Telefonaktiebolaget Lm Ericsson (Publ) | Tubular Telecom Tower Structure |
| DE102010020443A1 (en) * | 2010-05-12 | 2011-11-17 | Timber Tower Gmbh | Tower for a wind turbine and method for erecting a tower for a wind turbine |
| US20110138704A1 (en) * | 2010-06-30 | 2011-06-16 | General Electric Company | Tower with tensioning cables |
| DE102017211092A1 (en) * | 2017-06-29 | 2019-01-03 | Ventur GmbH | Tower and method of manufacture |
| DK3521535T3 (en) * | 2018-02-05 | 2020-07-20 | Metalvix Engenharia E Consultoria Ltda | WIND TURBLE TOWER AND RESPECTIVE FOUNDATION BASE |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| FR879654A (en) * | 1941-08-14 | 1943-03-02 | Elin Ag Fu R Elek Sche Ind | Process for the constitution of hollow reinforced concrete pillars, in particular for overhead power lines |
| US3922135A (en) * | 1970-09-28 | 1975-11-25 | Hans Haller | Mold for concrete C-profiles including a removeable core |
| DE102006042910A1 (en) * | 2006-09-13 | 2008-03-27 | Ed. Züblin Ag | Railway concrete sleeper manufacturing method, involves removing molded part from railway sleeper without damaging required railway sleeper shape after sufficient heating of railway sleeper concrete |
| WO2008136717A1 (en) * | 2007-05-07 | 2008-11-13 | Telefonaktiebolaget Lm Ericsson (Publ) | Antenna tower structure with installation shaft |
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| US3936206A (en) * | 1975-02-18 | 1976-02-03 | Bruce-Lake Company | Tubular pole slip joint construction |
| SU750032A1 (en) * | 1978-03-21 | 1980-07-23 | Грузинский научно-исследовательский институт энергетики и гидротехнических сооружений | Prefabricated tower structure |
| DE4023465A1 (en) * | 1990-07-24 | 1992-02-06 | Andrae Hans Peter | TOWER CONSTRUCTION |
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| US5513477A (en) * | 1995-02-28 | 1996-05-07 | International Composites Systems, Llc | Segmented, graded structural utility poles |
| JPH08258026A (en) * | 1995-03-24 | 1996-10-08 | Fukui Tekkosho:Kk | Mold frame for concrete block with curved surface |
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| NL1019953C2 (en) * | 2002-02-12 | 2002-12-19 | Mecal Applied Mechanics B V | Prefabricated tower or mast, as well as a method for joining and / or re-tensioning segments that must form a single structure, as well as a method for building a tower or mast consisting of segments. |
| JP2004011210A (en) * | 2002-06-05 | 2004-01-15 | Fuji Ps Corp | Main tower for wind power generation facility |
| US7138961B2 (en) * | 2003-05-19 | 2006-11-21 | Thomas Michael Sievert | Modification of wind turbines to contain communication signal functionality |
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2009
- 2009-12-08 WO PCT/SE2009/051391 patent/WO2010107359A1/en not_active Ceased
- 2009-12-08 CN CN200980158171.4A patent/CN102356206B/en not_active Expired - Fee Related
- 2009-12-08 RU RU2011142175/03A patent/RU2011142175A/en not_active Application Discontinuation
- 2009-12-08 JP JP2012500737A patent/JP2012520955A/en not_active Withdrawn
- 2009-12-08 TR TR2011/09095T patent/TR201109095T1/en unknown
- 2009-12-08 US US13/257,324 patent/US20120017536A1/en not_active Abandoned
- 2009-12-08 KR KR1020117023720A patent/KR20110128336A/en not_active Withdrawn
- 2009-12-08 EP EP09841978A patent/EP2408982A4/en not_active Withdrawn
-
2011
- 2011-08-30 ZA ZA2011/06361A patent/ZA201106361B/en unknown
- 2011-09-16 CL CL2011002310A patent/CL2011002310A1/en unknown
- 2011-09-18 EG EG2011091546A patent/EG26278A/en active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR879654A (en) * | 1941-08-14 | 1943-03-02 | Elin Ag Fu R Elek Sche Ind | Process for the constitution of hollow reinforced concrete pillars, in particular for overhead power lines |
| US3922135A (en) * | 1970-09-28 | 1975-11-25 | Hans Haller | Mold for concrete C-profiles including a removeable core |
| DE102006042910A1 (en) * | 2006-09-13 | 2008-03-27 | Ed. Züblin Ag | Railway concrete sleeper manufacturing method, involves removing molded part from railway sleeper without damaging required railway sleeper shape after sufficient heating of railway sleeper concrete |
| WO2008136717A1 (en) * | 2007-05-07 | 2008-11-13 | Telefonaktiebolaget Lm Ericsson (Publ) | Antenna tower structure with installation shaft |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102011053017A1 (en) * | 2011-08-26 | 2013-02-28 | Max Bögl Wind AG | Method for erecting a tower construction and tower construction |
| WO2013074008A1 (en) * | 2011-11-18 | 2013-05-23 | Telefonaktiebolaget L M Ericsson (Publ) | Method and arrangement relating to atennna mast of wireless communication system |
| DE102011090194A1 (en) * | 2011-12-30 | 2013-07-04 | Rolf J. Werner | Tower-shaped structure |
| DE102011090194B4 (en) * | 2011-12-30 | 2013-12-05 | Rolf J. Werner | Tower-shaped structure |
Also Published As
| Publication number | Publication date |
|---|---|
| US20120017536A1 (en) | 2012-01-26 |
| KR20110128336A (en) | 2011-11-29 |
| CL2011002310A1 (en) | 2012-01-20 |
| CN102356206B (en) | 2014-07-30 |
| EG26278A (en) | 2013-06-11 |
| CN102356206A (en) | 2012-02-15 |
| JP2012520955A (en) | 2012-09-10 |
| ZA201106361B (en) | 2012-11-28 |
| EP2408982A4 (en) | 2012-09-12 |
| EP2408982A1 (en) | 2012-01-25 |
| TR201109095T1 (en) | 2012-02-21 |
| RU2011142175A (en) | 2013-04-27 |
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