CN102356206B - A telecommunication tower segment - Google Patents
A telecommunication tower segment Download PDFInfo
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- CN102356206B CN102356206B CN200980158171.4A CN200980158171A CN102356206B CN 102356206 B CN102356206 B CN 102356206B CN 200980158171 A CN200980158171 A CN 200980158171A CN 102356206 B CN102356206 B CN 102356206B
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- telecommunication
- tower
- tower segment
- segment
- antenna
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- 238000005266 casting Methods 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 4
- 239000000243 solution Substances 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000007598 dipping method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910000635 Spelter Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- 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
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- 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
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 tower, and particularly, relate to the antenna tower for communication network.More specifically, the present invention relates to the method for telecommunication tower segment, antenna tower parts, antenna tower, manufacture telecommunication tower segment and the method for building antenna tower.
Background technology
For the popular technique of antenna tower/bar (no matter be self-supporting or stay-supported) be the steel work of trellis.Conventionally come these bars zinc-platedly with galvanizing by dipping, wherein, apply steel work with zinc layer.Conventionally be that projected life is between 30-50 by Steel tower fabrication.Coating structure is vulnerable to mechanical wear, and trellis head tower is no exception.Tower is subject to damaged surfaces between transport and installation period, and in the time that tower is installed, need to repair this damage.In the time that tower is installed, not selecting hot dipping, the method for using is paint or spray with cold galvanizing.Between transport and installation period, the damage of the zinc layer to protectiveness is inevitably, and corrosion will start in affected area.Corrosion is related to the projected life of all steel work, and no matter spelter coating how, at structural life-time time durations, needs specific maintenance to stop corrosion.
WO-2008136717-A1 discloses antenna tower extended structure, and this antenna tower extended structure comprises base section, interlude and terminate section (S1-S4).These sections are made up of steel concrete, and interconnect in the vertical by the fixture extending, and the fixture of this extension forms base section and terminate section are interconnected and do not have in the vertical apertured longitudinal interconnection structure.Each section comprises fixture guiding device, and fixture guiding device forms in the wall of this section, and the configuration that is set to be scheduled to keeps fixture with respect to this section.Referring to Fig. 1, Fig. 2 and Fig. 3.
WO-2007108766-A1 and WO-2007108765-A1 disclose hollow conical antenna tower structure, and this hollow conical antenna tower structure comprises the vertically extending tower main body with inner installation shaft (shaft).This tower is set to hold radio base station, and tower main body comprises having two or more modular section of engagement interconnection mechanical device, and this engagement interconnection mechanical device comprises engagement guide frame.
WO-2007108731-A1 discloses the antenna tower structure that comprises radio base station; There are the tubular tower parts of hollow cross-section; For by whole antenna radio base station along the stretching of antenna tower structure and mobile device, antenna radio base station is deployed in tubular tower inside, and the entrance of antenna tower structure has provided the access of the service to antenna radio base station.
Summary of the invention
Inventor recognizes, in tower structure version early, the quartering using in grounded parts may cause some problems of manufacturing.First, this quartering is may be too large to such an extent as to can not on common road, transport.This is because these quarterings are not stackable, and requires the transport of special permission to move.In addition,, due to the shape of the quartering using in Versions, it must be cast by two-sided casting.Again, it may be consuming time and thereby expensive casting by two-sided casting.By the shape of the already present quartering with the requirement of the concrete compressive strength up to 90MPa is combined, make the general utmost point be difficult to by fast and not expensive mode carry out production large scale grounded parts.Even if it is possible manufacturing, the composition using in Versions and size (cement proportion, superplasticizer etc.) become expensive structure.
Target is to eliminate above-mentioned one or more inferior positions or defect (eliminate separately or eliminate in the lump), and improved telecommunication tower segment is provided.
According to a first aspect of the invention, provide the telecommunication tower segment for the structure of antenna tower parts.Antenna tower can have solid wall.Telecommunication tower segment is attached to other telecommunication tower segments, to make multiple this telecommunication tower segments can form the tubular member of antenna tower.In addition, telecommunication tower segment has protruding first surface.Telecommunication tower segment also has the second surface relative with first surface, wherein, second surface be smooth or part smooth.
Telecommunication tower segment can have first end and the second end, and wherein, first surface and second surface extend to the second end from first end, and wherein, from first end to the second end 520, telecommunication tower segment has the circumference increasing gradually.
Some telecommunication tower segments can be set up formation parts, and can describe so common Frusto-conical external surface.
Second surface can comprise the recess of one or more openings.
Telecommunication tower segment can comprise the one or more pipelines that extend to the second end from first end, or the chamber of similar pipeline.
Telecommunication tower segment can have at least one side of assembling groove, and groove is suitable for telecommunication tower segment to be connected to another telecommunication tower segment, to realize the structure of parts of antenna tower.
Telecommunication tower segment can be suitable for being connected to other telecommunication tower segments by injection.
Telecommunication tower segment can be approximate 9 meters long, and the widest end place is similar to 2 meters wide.Alternatively, telecommunication tower segment can be approximate 5 meters long, and the widest end place is similar to 2 meters wide.
Preferably but not necessarily, telecommunication tower segment can be made up of steel concrete.
Antenna tower parts can comprise multiple telecommunication tower segments.
The cross section of antenna tower parts can form outer circle.
Antenna tower parts can comprise 8 telecommunication tower segments as above.
Antenna tower parts can be suitable for forming base member or the grounded parts of antenna tower.
According to a second aspect of the invention, antenna tower comprises the multiple telecommunication tower segments that are suitable for the antenna tower parts that form described antenna tower.Each telecommunication tower segment has protruding first surface, and each in described telecommunication tower segment also has the second surface relative with first surface.Second surface be smooth or part smooth.The shape of second surface can be the result of in opening mold mode, this section being cast.
According to a third aspect of the invention we, for the structure of the antenna tower parts of antenna tower, provided the method for manufacturing telecommunication tower segment.Telecommunication tower segment is cast in opening mold mode.
According to a forth aspect of the invention, provided the method for building antenna tower.The method comprises the following steps: assemble multiple telecommunication tower segments, to form antenna tower parts; And use the parts of these antenna tower parts as antenna tower.
According to some embodiment, antenna tower is hollow, or tubular.
Brief description of the drawings
Fig. 1 shows the antenna tower structure of having cast.
Fig. 2 shows antenna tower.
Fig. 3 shows the column foot in cross section.
Fig. 4 shows the cross-sectional view of tower section embodiment.
Fig. 5-7 show the embodiment of the section casting of different angles.
Detailed description of the invention
In order to eliminate one or more inferior positions of solution before described above, provide telecommunication tower segment.This telecommunication tower segment can preferably be manufactured with one-sided casting, and as example, uses the concrete with 40MPa compressive strength.In Fig. 4 to Fig. 7, describe/show this solution.This solution is for example by complete circle being divided into eight sections with shape of cross section in octagon, that is, by maintaining, inside has an even surface to realize.Preferably, external surface is remained to the shape of describing in Fig. 4 to Fig. 7, that is, in the time being installed together, total base member is circular cross section.Certainly, can come manufacturing cell with more part, but owing to having used 8 ground studs (pile) that grounded parts is fixed to ground, can form symmetry, provide more firmly structure, therefore 8 is favourable selections.6,7,9 and 10 unit are also possible, but rational size and structural requirement have limited the part of more numbers, and transport restrictions is restricted to the still less section of number simultaneously.Thereby the target of some embodiments of the present invention has been to make the manufacture process of antenna tower become easy.Also expect to reduce fabricating cost.In addition or alternatively, it is favourable that the impregnable solution of profile of tower is provided.The present invention is not subject to the restriction of any diameter of cross section, or not to be subject to the restriction of any thickness of unit, the numeral providing in figure be only in order to understand better the present invention.
In this example, used height be the antenna tower structure of 40m as the example of antenna tower structure, but this tower is never subject to the restriction of the size and dimension described in figure.Other associated antenna tower structure height has from 15 meters to 55 meters.Minimum base member width size can be 5 meters, but any diameter dimension between 5-10 rice is all possible.As mentioned above, other interior shape of cross section is possible, for example, in the time selecting 6 unit, is hexagon.The combination of different interior shape of cross sections and different external cross section shapes is also possible.Outer surface feature forms as requested, and can form to represent the distinguishing mark of operator or be applicable to better landscape.In forming, shape of cross section carrys out the manufacture of simplified element and cuts down cost.From the angle of business, the importance of some embodiments of the present invention is to have introduced client's specific antenna turriform shape, and this antenna tower shape plays the effect of " signature " of operator.As alternative aspect, antenna tower structure can form a part for the support of billboard.Also grounded parts is arranged on ground, or is directly attached on ground (preferably, by stake or inject stake/bar).Each unit directly can be attached to Foundation Part, or be attached to ground by the help of for example stake.
What be worth pointing out also has, if grounded parts is split into the octagon inner surface that has rounded outer surface and have 8 identical cell mesh that have flat inner surface, the region of cross section middle will be thick.In order to reduce cost and weight, according to Fig. 5 to Fig. 7, unit is cast into the hollow form of part.
This considers that structural requirement carries out with needing.This also makes the likely centre in unit extend post tensioning twisted wire (post tension strand), and therefore there is no centrifugal force, and this post tensioning twisted wire is completely visible in the inside of tower.Under the help of attachment portion, (referring to Fig. 5), is attached to each other unit.This by least one side of each unit is formed as hollowing out and after use attachment material (for example, more concrete) that the part hollowing out is filled and realized.Preferably, two of each unit sides hollow out.Can use other adherence methods, for example, bolt connects, screw connects, bonding etc.In addition, can use wire or twisted wire around external surface, for grounded parts brings more stability.
Fig. 1 has described the casting antenna tower structure according to the extension of prior art.This structural segmented S1-S4 is shown, wherein S1 is base section.These sections interconnect in the vertical by the fixture 20 of multiple extensions, the common formation of fixture 20 of the plurality of extension interconnects base section and terminate section and do not have in the vertical apertured longitudinal interconnection structure 30, wherein, each section comprises fixture guiding device 50, fixture guiding device 50 forms in the wall of section, and the configuration that is arranged to be scheduled to is with respect to described section of maintenance fixture.
Fig. 2 has described the antenna tower 200 that comprises antenna tower parts 100.Antenna tower parts 100 can comprise telecommunication tower segment 300.This figure provides the exemplary measurement to each several part.
Fig. 3 has described the base member 6 of antenna tower 200.According to Fig. 3, base member 6 can be the about 5000mm of diameter, and in the time seeing from above, has preferably round-shaped.Can base member 6 be attached to ground with 8-12 stake.Alternatively, base member 6 is the help by Foundation Part, direct pouring or be casted in ground.Size and dimension is never limited to 5000mm and round-shaped.Other examples of shape are: oval, square, rotation, leg-of-mutton, rectangle, hexagonal, octagonal etc.Base member 6 comprises one or more entrances 8, and the access of the interior section to antenna tower structure 200 is provided.The one or more controllable ventilation orifice at base member 6 places allows controllable air intake for air circulation, at the inside of antenna tower 200 generation cooling mechanism.Base member 6 (bottom part) can be hollow, is large enough to be applicable to most equipment configurations of indoor environment.Base member 6 insulate typically, and insulation materials is attached to installation in mold and in the time that parts are cast.Electronic catheter and other details are put in mold.The benefit with hollow-core construction is the veil of having avoided independent.Due to the natural scale protection of column foot and the geometry of anti-climbing, also avoid the demand to website enclosure wall.As alternative, base component 6 is constructed to part separately, in position locate this part of separating to put together.
Fig. 4 has described the antenna tower parts 100 that comprise telecommunication tower segment 300.Each section has surface 320 smooth or that part is smooth and the protruding surface relative with flat surfaces.According to some embodiment, the vicissitudinous circumference of parts 100 tool is for example less at one end.As shown in the dashed circle in Fig. 4, this shape can be similar to taper.
Fig. 5 has described the telecommunication tower segment 300 of seeing from two different angles with two different pantograph ratios.Fig. 5 also shows the mold 350 of this section that be suitable for casting.The figure on top is the lateral view of mold, and the linear measure longimetry of usage example illustrates.This length is measured from first end 510 to second ends 520.Can be by vibrator mould oscillation this section of casting, to obtain the casting of homogeneity more.
The figure of Fig. 5 middle and lower part is from the second end 520, the lateral view of section and mold.As exemplary measurement, the second end 520 can measure 2 meters in its widest direction.In certain embodiments, on the one or both sides of section fluted 330.Can be by mold be adapted to build groove with attachment portion 500 on one or both sides.For the assembling of parts is become easily, it is favourable in two described sides, all having groove.For section is connected with another section or another structure, groove is useful.Can carry out linkage section by the mode of injecting, for example, use concrete or another to there is the material of some adhesion characteristics.Alternatively or additionally, can give a section assembling groove, so that the parts of this section are connected to adjacent component.
Fig. 6 has also described with two different pantograph ratios telecommunication tower segment and the casting mold seen from two different angles.According to the embodiment shown in this figure, exist the attachment portion 500 of the one or both sides that are suitable for mold.With joint 340, attachment portion is installed, joint 340 allows the operation of attachment portion, to make creating groove in casting, and at the follow-up attachment portion that removes, once attachment portion is rotated around joint completing just, easily remove this section.In Fig. 6, also show the insertion of one or more pipelines 600, these one or more pipelines 600 are from first end 510, and (in figure, drawing with dotted line) extends to the second end 520.The use of pipeline allows to extend fixture for section being connected to another section.The alternative use of pipeline is for extending cable.
Fig. 7 has also described with two different pantograph ratios telecommunication tower segment 300 and the casting mold 350 seen from two different angles.By one or more recesses 700 being inserted into surface 320 smooth or that part is smooth, during casting, can in the situation that there is no remarkable defect, save material.Can create recess by grinding or other modes removing materials from section.Alternatively, can water in foundry goods to prevent that cast material from entering into the region of wanting to form recess, creates recess during the structure of section by one or more foreign bodies are inserted into.
As used herein, employing term " solid (solid) " refers to the structure of casting with trellis inverted configuration.In the time that present invention is described, parts can comprise multiple sections, and this draws from claims.
Term is only for describing the object of specific embodiment as used herein, instead of is intended to limit the present invention.Unless context has carried out clearly instruction, singulative " ", " being somebody's turn to do " are also intended to comprise plural form as used herein.Should also be appreciated that, in the time using in this manual, term " comprises " and/or be used to " just comprising ", " comprising " and/or " just comprising " specify the existence of feature, integer, step, operation, unit and/or the assembly stated, instead of hinders existence or the increase of one or more further features, integer, step, operation, unit, assembly and/or group.
Unless otherwise defined, all terms including technology and scientific terminology have common the understood identical implication with those skilled in the art in the invention as used herein.Unless be also to be understood that at this and clearly limited, should to be interpreted as its implication consistent with its implication in the context of this manual and association area for term as used herein, and should not be in idealized or excessively formal meaning, it made an explanation.Below with reference to specific embodiment, the present invention has been described.But within the scope of the invention, other embodiment except these described embodiment are possible.
Claims (14)
1. one kind for having the telecommunication tower segment (300) of structure of parts (100) of antenna tower (200) of solid wall, wherein, described telecommunication tower segment (300) can be attached to other telecommunication tower segments (301,302), to make multiple this telecommunication tower segments (300,301,302...) can form the tubular member (100) of described antenna tower, and described telecommunication tower segment has protruding first surface (310)
Described telecommunication tower segment has first end (510) and the second end (520), described first surface (310) and second surface (320) extend from described first end (510) to described the second end (520), wherein, from described first end (510) to described the second end (520), described telecommunication tower segment has the circumference increasing gradually
It is characterized in that,
Described telecommunication tower segment has the described second surface (320) relative with described first surface, as the result of casting in opening mold mode, described second surface be smooth or part smooth, and wherein said telecommunication tower segment comprises the one or more pipelines that extend to described the second end from described first end, or duct-like chamber.
2. telecommunication tower segment according to claim 1 (300), be further characterized in that, described telecommunication tower segment (300) can be attached at least one other telecommunication tower segment (301,302) of the kind identical or similar with described telecommunication tower segment (300), make some this telecommunication tower segments (300,301,302) be set to form antenna tower parts (100), described parts (100) are suitable for describing Frusto-conical external surface (310,311,312...).
3. according to telecommunication tower segment in any one of the preceding claims wherein, be further characterized in that, described second surface comprises the recess of one or more openings.
4. telecommunication tower segment according to claim 1 and 2, is further characterized in that, described telecommunication tower segment has the reeded at least one side of assembling, and described groove is suitable for described telecommunication tower segment to be connected to another telecommunication tower segment, to realize the structure of parts of described antenna tower.
5. telecommunication tower segment according to claim 1 and 2, is further characterized in that, described telecommunication tower segment is 9 meters long, and the widest end is 2 meters wide.
6. telecommunication tower segment according to claim 1 and 2, is further characterized in that, described telecommunication tower segment is made up of steel concrete.
7. antenna tower parts (100), comprise according to multiple telecommunication tower segments in any one of the preceding claims wherein (300,301,302...).
8. antenna tower parts according to claim 7, are further characterized in that, the cross section of described antenna tower parts forms outer circle.
9. antenna tower parts according to claim 8, are further characterized in that, described antenna tower parts comprise 8 according to the telecommunication tower segment described in any one in claim 1 to 6.
10. according to the antenna tower parts described in any one in claim 7 to 9, comprise telecommunication tower segment according to claim 4, be further characterized in that, described telecommunication tower segment is suitable for being connected to other telecommunication tower segments by concrete or another injection with the material of some adhesion characteristics.
11. according to the antenna tower parts described in any one in claim 7 to 9, are further characterized in that, described antenna tower parts are suitable for forming the base member of antenna tower.
12. 1 kinds have the antenna tower (200) of solid wall, comprise the multiple telecommunication tower segments (300) that are suitable for the antenna tower parts (100) that form described antenna tower, wherein, each telecommunication tower segment has protruding first surface (310)
Each telecommunication tower segment has first end (510) and the second end (520), described first surface (310) and second surface (320) extend from described first end (510) to described the second end (520), wherein, from described first end (510) to described the second end (520), described telecommunication tower segment has the circumference increasing gradually
It is characterized in that,
Each in described telecommunication tower segment has the described second surface (320) relative with described first surface, as the result of casting in opening mold mode, described second surface be smooth or part smooth, and wherein described in each telecommunication tower segment comprise the one or more pipelines that extend to described the second end from described first end, or duct-like chamber.
13. 1 kinds of methods for the manufacture of telecommunication tower segment (300), described telecommunication tower segment (300) is for having the structure of antenna tower parts (100) of antenna tower (200) of solid wall, wherein, described telecommunication tower segment (300) can be attached to other telecommunication tower segments (301, 302), to make multiple this telecommunication tower segments (300, 301, 302...) can form the tubular member (100) of described antenna tower, wherein, described telecommunication tower segment has first end (510) and the second end (520), first surface (310) and second surface (320) extend from described first end (510) to described the second end (520), wherein, from described first end (510) to described the second end (520), described telecommunication tower segment has the circumference increasing gradually, described telecommunication tower segment has protruding first surface (310) and the described second surface (320) relative with described first surface (310), described second surface be smooth or part smooth, and wherein said telecommunication tower segment comprises the one or more pipelines that extend to described the second end from described first end, or duct-like chamber, described telecommunication tower segment is cast in opening mold mode.
14. 1 kinds have the method for the antenna tower (200) of solid wall for building, it is characterized in that, described method comprises step:
Assemble multiple according to the telecommunication tower segment described in any one in claim 1 to 6 (300), to form antenna tower parts (100),
Use the parts of described antenna tower parts as described antenna tower.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US16150609P | 2009-03-19 | 2009-03-19 | |
| US61/161,506 | 2009-03-19 | ||
| PCT/SE2009/051391 WO2010107359A1 (en) | 2009-03-19 | 2009-12-08 | A telecommunication tower segment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102356206A CN102356206A (en) | 2012-02-15 |
| CN102356206B true CN102356206B (en) | 2014-07-30 |
Family
ID=42739846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200980158171.4A Expired - Fee Related CN102356206B (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) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| DE102011053017A1 (en) * | 2011-08-26 | 2013-02-28 | Max Bögl Wind AG | Method for erecting a tower construction and tower construction |
| EP2780977A1 (en) * | 2011-11-18 | 2014-09-24 | Telefonaktiebolaget LM 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 |
| DE102017211092A1 (en) * | 2017-06-29 | 2019-01-03 | Ventur GmbH | Tower and method of manufacture |
| ES2811504T3 (en) * | 2018-02-05 | 2021-03-12 | Metalvix Engenharia E Consultoria Ltda | Wind turbine tower and respective foundation base |
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 |
| CN101163843A (en) * | 2005-04-21 | 2008-04-16 | 结构混凝土&钢公司 | Prefabricated modular tower |
Family Cites Families (21)
| 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. |
| GB380743A (en) * | 1931-04-28 | 1932-09-22 | Heinrich Griesel | Improvements in and relating to moulding apparatus |
| 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 |
| 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 |
| JPH06344312A (en) * | 1993-03-05 | 1994-12-20 | Ozawa Concrete Kogyo Kk | Production of concrete product |
| 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 |
| US6851231B2 (en) * | 2001-06-27 | 2005-02-08 | Maher K. Tadros | Precast post-tensioned segmental pole system |
| 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. |
| WO2007012201A1 (en) * | 2005-07-25 | 2007-02-01 | The University Of Manitoba | Composite wind tower systems and methods of manufacture |
| EP1767729A1 (en) * | 2005-09-23 | 2007-03-28 | Sika Technology AG | Tower structure |
| JP2007321710A (en) * | 2006-06-02 | 2007-12-13 | Oriental Construction Co Ltd | Tower construction block |
| 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 |
| US8302368B1 (en) * | 2008-06-17 | 2012-11-06 | Mcwane Global | Interconnectable utility pole members |
| EP2330263B1 (en) * | 2009-12-01 | 2016-03-16 | Siemens Aktiengesellschaft | Concrete tower |
| ES2595231T3 (en) * | 2010-04-06 | 2016-12-28 | Soletanche Freyssinet | Hybrid tower construction method for a wind generator |
-
2009
- 2009-12-08 WO PCT/SE2009/051391 patent/WO2010107359A1/en active Application Filing
- 2009-12-08 CN CN200980158171.4A patent/CN102356206B/en not_active Expired - Fee Related
- 2009-12-08 US US13/257,324 patent/US20120017536A1/en not_active Abandoned
- 2009-12-08 EP EP09841978A patent/EP2408982A4/en not_active Withdrawn
- 2009-12-08 KR KR1020117023720A patent/KR20110128336A/en not_active Withdrawn
- 2009-12-08 JP JP2012500737A patent/JP2012520955A/en not_active Withdrawn
- 2009-12-08 TR TR2011/09095T patent/TR201109095T1/en unknown
- 2009-12-08 RU RU2011142175/03A patent/RU2011142175A/en not_active Application Discontinuation
-
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 |
| CN101163843A (en) * | 2005-04-21 | 2008-04-16 | 结构混凝土&钢公司 | Prefabricated modular tower |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2012520955A (en) | 2012-09-10 |
| CL2011002310A1 (en) | 2012-01-20 |
| KR20110128336A (en) | 2011-11-29 |
| EG26278A (en) | 2013-06-11 |
| US20120017536A1 (en) | 2012-01-26 |
| TR201109095T1 (en) | 2012-02-21 |
| WO2010107359A1 (en) | 2010-09-23 |
| EP2408982A4 (en) | 2012-09-12 |
| RU2011142175A (en) | 2013-04-27 |
| ZA201106361B (en) | 2012-11-28 |
| EP2408982A1 (en) | 2012-01-25 |
| CN102356206A (en) | 2012-02-15 |
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