[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

US20120017536A1 - Telecommunication Tower Segment - Google Patents

Telecommunication Tower Segment Download PDF

Info

Publication number
US20120017536A1
US20120017536A1 US13/257,324 US200913257324A US2012017536A1 US 20120017536 A1 US20120017536 A1 US 20120017536A1 US 200913257324 A US200913257324 A US 200913257324A US 2012017536 A1 US2012017536 A1 US 2012017536A1
Authority
US
United States
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.)
Abandoned
Application number
US13/257,324
Inventor
Peter Häger
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Telefonaktiebolaget LM Ericsson AB
Original Assignee
Telefonaktiebolaget LM Ericsson AB
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Telefonaktiebolaget LM Ericsson AB filed Critical Telefonaktiebolaget LM Ericsson AB
Priority to US13/257,324 priority Critical patent/US20120017536A1/en
Assigned to TELEFONAKTIEBOLAGET LM ERICSSON (PUBL) reassignment TELEFONAKTIEBOLAGET LM ERICSSON (PUBL) ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: HAGER, PETER
Publication of US20120017536A1 publication Critical patent/US20120017536A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0064Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
    • B28B7/0082Moulds 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0064Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
    • B28B7/0079Moulds 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • B28B7/186Moulds 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/12Structures 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
    • HELECTRICITY
    • H01ELECTRIC ELEMENTS
    • H01QANTENNAS, i.e. RADIO AERIALS
    • H01Q1/00Details of, or arrangements associated with, antennas
    • H01Q1/12Supports; Mounting means
    • HELECTRICITY
    • H01ELECTRIC ELEMENTS
    • H01QANTENNAS, i.e. RADIO AERIALS
    • H01Q1/00Details of, or arrangements associated with, antennas
    • H01Q1/12Supports; Mounting means
    • H01Q1/1242Rigid 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 (S 1 -S 4 ).
  • 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.
  • 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.
  • FIG. 1 shows a cast antenna tower structure
  • FIG. 2 shows an antenna tower
  • FIG. 3 shows a sectioning tower base
  • FIG. 4 shows a cross-section view of a tower section embodiment.
  • FIGS. 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.
  • 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.
  • FIG. 1 depicts an elongated cast antenna tower structure according to the prior art.
  • the structure is laid out in segments, S 1 -S 4 , wherein S 1 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.
  • FIG. 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.
  • FIG. 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. Other examples of shapes are oval, square, rotating, triangular, rectangular, hexagonal, octagonal etc.
  • 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.
  • FIG. 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 FIG. 4 .
  • FIG. 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.
  • FIG. 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.
  • FIG. 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.
  • Also illustrated in FIG. 6 is the insertion of one or more tubes ( 600 ) running from the first end ( 510 , dashed in the figure) to the second end ( 520 ).
  • 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.
  • FIG. 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.

Landscapes

  • 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

A telecommunications tower segment for the construction of a section of a telecommunications tower is disclosed. A plurality of such segments is adapted to form a tubular section of the telecommunications tower. Each telecommunications tower segment has a convex first surface. Additionally, each telecommunications tower segment has a second surface opposite to the first surface, wherein the second surface is flat or partly flat.

Description

    TECHNICAL FIELD
  • 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.
  • BACKGROUND
  • 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.
  • SUMMARY
  • It has been realized by the inventor that in earlier versions of tower structures, the quarters used in the ground sections may cause some manufacturing problems. First of all, 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. Furthermore, due to 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.
  • According to a first aspect of the invention, a telecommunications tower segment for the construction of a section of a telecommunications tower is provided. 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. Furthermore, 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.
  • Several 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.
  • According to a second aspect of the invention, 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.
  • According to a third aspect of the invention, 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.
  • According to a fourth aspect of the invention, a method of building a telecommunications tower is given. The method 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.
  • According to some embodiments, the telecommunications tower is hollow, or tubular.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 shows a cast antenna tower structure.
  • FIG. 2 shows an antenna tower.
  • FIG. 3 shows a sectioning tower base.
  • FIG. 4 shows a cross-section view of a tower section embodiment.
  • FIGS. 5-7 show embodiments of segment casting from different angles.
  • DETAILED DESCRIPTION
  • In order to obviate one or more of the disadvantages of previous solutions described inter alia hereinabove, 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. Elements can of course be made in more parts but since 8 grounding piles are used to fasten the ground section to the ground symmetry can be achieved giving a more solid construction, 8 is therefore a advantageous choice. 6, 7, 9 and 10 elements are also possible, but size wise and construction requirements put restrictions on higher number of parts while transport restrictions put restrictions to the lower number of segments. Thus, an object of some embodiments of the invention has been to facilitate the manufacturing process of telecom towers. It would also be desirable to reduce manufacturing costs. Additionally, or alternatively, it would be advantageous to provide a solution wherein the outer shape of the tower is not affected. The invention is not limited to the any diameter size of cross section or to any thickness of elements but the numbers given in the figures are only to given to better understand the invention.
  • Examples of 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. From a business perspective 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. As an alternative aspect, 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.
  • Worth to point out also is that if 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. In order to reduce costs and weight the elements are molded into a partly hollowed form according to FIG. 5-FIG. 7.
  • This is done having taken consideration to the construction requirements and demands. This also makes it possible to run a post tension strand in the middle, fully visible from the inside of the tower, of the element and hence not having eccentrically forces. The elements are 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.
  • FIG. 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.
  • FIG. 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.
  • FIG. 3 depicts a base section (6) of a telecommunications tower (200). According to the figure, 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. Alternatively, 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. Other examples of shapes are oval, square, rotating, triangular, rectangular, hexagonal, octagonal etc. 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. As an alternative, the base section (6) is built in separate parts which are to be put together on place.
  • FIG. 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 FIG. 4.
  • FIG. 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 FIG. 5 is a side view of the segment and the mould, as seen from the second end (520). As an exemplary measurement, the second end (520) may measure 2 meters, at its widest direction. In some embodiments, there is a groove (330), at the side or sides of the segment. 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.
  • FIG. 6 also depicts a telecommunications tower segment and a casting mould, as seen from two different angles, in two different scales. According to embodiments illustrated in this figure, there is 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. Also illustrated in FIG. 6 is the insertion of one or more tubes (600) running from the first end (510, dashed in the figure) to the second end (520). 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.
  • FIG. 7 also depicts a telecommunications tower segment (300) and a casting mould (350), as seen from two different angles, in two different scales. By inserting one or more recesses (700) to the flat or partly flat surface (320), material can be saved during the cast without significant drawbacks. A recess can be created by milling or otherwise removing material from the segment. Alternatively, 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.
  • As used herein, the term solid is taken to mean a molded structure, as opposed to a lattice structure. Furthermore the terms 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.
  • The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the singular forms “a”, “an” and “the” are intended to include the plural forms as well, unless the context clearly indicates otherwise. It will be further understood that the terms “comprises” “comprising,” “includes” and/or “including” when used herein, specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof.
  • Unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. It will be further understood that terms used herein should be interpreted as having a meaning that is consistent with their meaning in the context of this specification and the relevant art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein. The present invention has been described above with reference to specific embodiments. However, other embodiments than those described are possible within the scope of the invention. The different features and method steps of the invention can be combined in other combinations than those described. The invention is only limited by the appended patent claims.

Claims (17)

1-16. (canceled)
17. A telecommunications tower segment for the construction of a section of a telecommunications tower with solid walls, wherein the telecommunications tower segment is attachable to other telecommunication tower segments such that a plurality of such telecommunications tower segments to interconnect to form a tubular section of the telecommunications tower, and wherein the telecommunications tower segment comprises:
a convex first surface; and
a second surface opposite to the first surface, wherein the second surface is flat or partly flat.
18. The telecommunications tower segment of claim 17, further comprising 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 comprises a gradually increasing circumference as seen from the first end to the second end.
19. The telecommunications tower segment of claim 18, wherein the telecommunications tower segment is configured to attach to at least one other telecommunications tower segment of the same or similar kind as the telecommunications tower segment such that several such telecommunications tower segments are configured to form by their interconnection the tubular section of the telecommunications tower, said tubular section having a frusto-conical outer surface.
20. The telecommunications tower segment of claim 18, further comprising one or more tubes running from the first end to the second end.
21. The telecommunications tower segment of claim 17, wherein the second surface includes one or more open recesses.
22. The telecommunications tower segment of claim 17, further comprising 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 tubular section of the telecommunications tower.
23. The telecommunications tower segment of claim 22, wherein the telecommunications tower segment is configured to be connected to other telecommunications tower segments via injection of a material having adhesive properties.
24. The telecommunications tower segment of claim 17, wherein the telecommunications tower segment is approximately 9 meters long, and 2 meters wide at its widest end.
25. The telecommunications tower segment of claim 17, wherein the telecommunications tower segment is made from reinforced concrete.
26. A telecommunications tower section comprising:
a plurality of inter-connectable telecommunications tower segments, each telecommunications tower segment comprising:
a convex first surface; and
a second surface opposite to the first surface, wherein the second surface is flat or partly flat.
27. The telecommunications tower section according to claim 26, wherein a cross-section of the telecommunications tower section forms an outer circle.
28. The telecommunications tower section according to claim 26, wherein the telecommunications tower section comprises eight telecommunications tower segments.
29. The telecommunications tower section according to claim 26, wherein the telecommunications tower section is configured to form a base section of a telecommunications tower.
30. A telecommunications tower with solid walls comprising:
a plurality of telecommunications tower segments configured to form a telecommunications tower section of said telecommunications tower, wherein each telecommunications tower segment comprises:
a convex first surface; and
a second surface opposite to the first surface, wherein the second surface is flat or partly flat.
31. A method of manufacturing a telecommunications tower segment for the construction of a telecommunications tower section of a telecommunications tower with solid walls, that the method comprising:
casting the telecommunications tower segment in an open mold,
wherein each telecommunication tower segment comprises a convex first surface and a second surface opposite to the first surface, and wherein the second surface is flat or partly flat.
32. A method of building a telecommunications tower with solid walls, the method comprising:
casting each of a plurality of telecommunication tower segments in an open mold such that each telecommunication tower segment comprises a convex first surface and a second surface opposite to the first surface, wherein the second surface is flat or partly flat;
assembling the plurality of telecommunications tower segments to form a telecommunications tower section; and
using the telecommunications tower section as a section of the telecommunications tower.
US13/257,324 2009-03-19 2009-12-08 Telecommunication Tower Segment Abandoned US20120017536A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US13/257,324 US20120017536A1 (en) 2009-03-19 2009-12-08 Telecommunication Tower Segment

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US16150609P 2009-03-19 2009-03-19
PCT/SE2009/051391 WO2010107359A1 (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

Publications (1)

Publication Number Publication Date
US20120017536A1 true US20120017536A1 (en) 2012-01-26

Family

ID=42739846

Family Applications (1)

Application Number Title Priority Date Filing Date
US13/257,324 Abandoned US20120017536A1 (en) 2009-03-19 2009-12-08 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 (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090308006A1 (en) * 2008-06-13 2009-12-17 Tindall Corporation Base support for wind-driven power generators
US20110138704A1 (en) * 2010-06-30 2011-06-16 General Electric Company Tower with tensioning cables
US20120012727A1 (en) * 2009-03-19 2012-01-19 Telefonaktiebolaget Lm Ericsson (Publ) Tubular Telecom Tower Structure
US20130108465A1 (en) * 2010-05-12 2013-05-02 Gregor Prass Tower for a wind power plant and method for erecting a tower for a wind power plant
DE102017211092A1 (en) * 2017-06-29 2019-01-03 Ventur GmbH Tower and method of manufacture
US10513866B2 (en) * 2018-02-05 2019-12-24 MCA Tecnologia de Estruturas Ltda. Wind turbine tower and respective foundation base

Families Citing this family (3)

* Cited by examiner, † Cited by third party
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
DE102011090194B4 (en) * 2011-12-30 2013-12-05 Rolf J. Werner Tower-shaped structure

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US877534A (en) * 1907-05-20 1908-01-28 David E Vanvactor Staved wooden structure and the method of constructing it.
US2571578A (en) * 1943-03-01 1951-10-16 Continentale Et Coloniale De C Hollow article of concrete and the like
US3936206A (en) * 1975-02-18 1976-02-03 Bruce-Lake Company Tubular pole slip joint construction
US4196551A (en) * 1978-03-21 1980-04-08 Bondarenko Vladimir B Sectional tower structure
US5513477A (en) * 1995-02-28 1996-05-07 International Composites Systems, Llc Segmented, graded structural utility poles
US6851231B2 (en) * 2001-06-27 2005-02-08 Maher K. Tadros Precast post-tensioned segmental pole system
US20080184654A1 (en) * 2005-07-25 2008-08-07 Dimos Polyzois Composite Wind Tower Systems And Methods Of Manufacture
US7770343B2 (en) * 2005-04-21 2010-08-10 Structural Concrete & Steel, S.L. Prefabricated modular tower
US8220212B2 (en) * 2009-12-01 2012-07-17 Siemens Aktiengesellschaft Concrete tower
US8256174B2 (en) * 2005-09-23 2012-09-04 Sika Technology Ag Tower construction
US8297025B2 (en) * 2010-04-06 2012-10-30 Soletanche Freyssinet Method of building a hybrid tower for a wind generator
US8302368B1 (en) * 2008-06-17 2012-11-06 Mcwane Global Interconnectable utility pole members

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB380743A (en) * 1931-04-28 1932-09-22 Heinrich Griesel Improvements in and relating to moulding apparatus
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
DE4023465A1 (en) * 1990-07-24 1992-02-06 Andrae Hans Peter TOWER CONSTRUCTION
JPH06344312A (en) * 1993-03-05 1994-12-20 Ozawa Concrete Kogyo Kk Production of concrete product
JPH08258026A (en) * 1995-03-24 1996-10-08 Fukui Tekkosho:Kk Mold frame for concrete block with curved surface
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
ES1058539Y (en) * 2004-10-11 2005-04-01 Inneo21 S L PERFECTED MODULAR TOWER STRUCTURE FOR WIND TURBINES AND OTHER APPLICATIONS.
JP2007321710A (en) * 2006-06-02 2007-12-13 Oriental Construction Co Ltd Tower construction block
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
BRPI0721559A2 (en) * 2007-05-07 2011-05-03 Ericsson Telefon Ab L M elongated antenna tower structure, elongated antenna tower segment and method of mounting an elongated structure

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US877534A (en) * 1907-05-20 1908-01-28 David E Vanvactor Staved wooden structure and the method of constructing it.
US2571578A (en) * 1943-03-01 1951-10-16 Continentale Et Coloniale De C Hollow article of concrete and the like
US3936206A (en) * 1975-02-18 1976-02-03 Bruce-Lake Company Tubular pole slip joint construction
US4196551A (en) * 1978-03-21 1980-04-08 Bondarenko Vladimir B Sectional tower structure
US5513477A (en) * 1995-02-28 1996-05-07 International Composites Systems, Llc Segmented, graded structural utility poles
US6851231B2 (en) * 2001-06-27 2005-02-08 Maher K. Tadros Precast post-tensioned segmental pole system
US7770343B2 (en) * 2005-04-21 2010-08-10 Structural Concrete & Steel, S.L. Prefabricated modular tower
US20080184654A1 (en) * 2005-07-25 2008-08-07 Dimos Polyzois Composite Wind Tower Systems And Methods Of Manufacture
US7866121B2 (en) * 2005-07-25 2011-01-11 The University Of Manitoba Composite wind tower systems and methods of manufacture
US8256174B2 (en) * 2005-09-23 2012-09-04 Sika Technology Ag Tower construction
US8302368B1 (en) * 2008-06-17 2012-11-06 Mcwane Global Interconnectable utility pole members
US8220212B2 (en) * 2009-12-01 2012-07-17 Siemens Aktiengesellschaft Concrete tower
US8297025B2 (en) * 2010-04-06 2012-10-30 Soletanche Freyssinet Method of building a hybrid tower for a wind generator

Cited By (15)

* Cited by examiner, † Cited by third party
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
US8733045B2 (en) * 2008-06-13 2014-05-27 Tindall Corporation Base support for wind-driven power generators
US20160002945A1 (en) * 2008-06-13 2016-01-07 Tindall Corporation Base structure for support tower
US8782966B2 (en) * 2008-06-13 2014-07-22 Tindall Corporation Base support for wind-driven power generators
US8322093B2 (en) * 2008-06-13 2012-12-04 Tindall Corporation Base support for wind-driven power generators
US20090308006A1 (en) * 2008-06-13 2009-12-17 Tindall Corporation Base support for wind-driven power generators
US20090307998A1 (en) * 2008-06-13 2009-12-17 Tindall Corporation Base support for wind-driven power generators
US8516774B2 (en) 2008-06-13 2013-08-27 Tindall Corporation Methods for constructing a base structure for a support tower
US8458970B2 (en) 2008-06-13 2013-06-11 Tindall Corporation Base support for wind-driven power generators
US20120012727A1 (en) * 2009-03-19 2012-01-19 Telefonaktiebolaget Lm Ericsson (Publ) Tubular Telecom Tower Structure
US20130108465A1 (en) * 2010-05-12 2013-05-02 Gregor Prass Tower for a wind power plant and method for erecting a tower for a wind power plant
US9121390B2 (en) * 2010-05-12 2015-09-01 Timber Tower Gmbh Tower for a wind power plant and method for erecting a tower for a wind power plant
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
US10513866B2 (en) * 2018-02-05 2019-12-24 MCA Tecnologia de Estruturas Ltda. Wind turbine tower and respective foundation base

Also Published As

Publication number Publication date
EP2408982A4 (en) 2012-09-12
KR20110128336A (en) 2011-11-29
WO2010107359A1 (en) 2010-09-23
CL2011002310A1 (en) 2012-01-20
ZA201106361B (en) 2012-11-28
TR201109095T1 (en) 2012-02-21
CN102356206A (en) 2012-02-15
CN102356206B (en) 2014-07-30
RU2011142175A (en) 2013-04-27
EP2408982A1 (en) 2012-01-25
EG26278A (en) 2013-06-11
JP2012520955A (en) 2012-09-10

Similar Documents

Publication Publication Date Title
US20120017536A1 (en) Telecommunication Tower Segment
US8125403B2 (en) Tubular telecom tower
US6173537B1 (en) Antenna tower
US20180179722A1 (en) Wind turbine and wind turbine foundation
WO2008136717A1 (en) Antenna tower structure with installation shaft
US9175493B2 (en) Core component and tower assembly for a tower structure
ES2949992T3 (en) Foundation for a wind turbine
RU2424406C1 (en) Structure of antenna tower with installation shaft
US4388787A (en) Pole construction
US11851902B2 (en) Tower arrangement for a wind turbine, wind turbine comprising the tower arrangement and method for erecting a wind turbine
US20130232780A1 (en) Foundation for supporting a pole
US20120012727A1 (en) Tubular Telecom Tower Structure
US20230220647A1 (en) Foundation structural design with cells configured to redirect and distribute stress loads
RU41779U1 (en) TELECOMMUNICATION TOWER
WO2023281568A1 (en) Utility pole
GB2500114A (en) Foundation for a pole
CA2770889A1 (en) Foundation for supporting a pole

Legal Events

Date Code Title Description
AS Assignment

Owner name: TELEFONAKTIEBOLAGET LM ERICSSON (PUBL), SWEDEN

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:HAGER, PETER;REEL/FRAME:026924/0809

Effective date: 20110811

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION