CN113175263A - Carbon fiber composite material tower - Google Patents
Carbon fiber composite material tower Download PDFInfo
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- CN113175263A CN113175263A CN202010571095.8A CN202010571095A CN113175263A CN 113175263 A CN113175263 A CN 113175263A CN 202010571095 A CN202010571095 A CN 202010571095A CN 113175263 A CN113175263 A CN 113175263A
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- 239000002131 composite material Substances 0.000 title claims abstract description 66
- 229920000049 Carbon (fiber) Polymers 0.000 title claims abstract description 47
- 239000004917 carbon fiber Substances 0.000 title claims abstract description 47
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 title claims abstract description 47
- 239000000835 fiber Substances 0.000 claims abstract description 24
- 239000011150 reinforced concrete Substances 0.000 claims description 65
- 229910000831 Steel Inorganic materials 0.000 claims description 56
- 239000010959 steel Substances 0.000 claims description 56
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 239000004567 concrete Substances 0.000 claims description 18
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 15
- 239000002184 metal Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 4
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 2
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 239000003575 carbonaceous material Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229920006253 high performance fiber Polymers 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000004753 textile Substances 0.000 description 1
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Classifications
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
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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
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Foundations (AREA)
Abstract
The invention relates to the technical field of carbon fiber composite material towers, and discloses a carbon fiber composite material tower, which solves the problems that the existing tower is not firmly connected when being directly inserted into the ground, the foundation of the tower is easy to vibrate when an earthquake occurs, and the top of the tower is easy to shake in windy weather or when the earthquake occurs; this carbon-fibre composite shaft tower inserts the part firm in connection underground, is difficult for taking place the slope, and the basis of shaft tower is firm thick simultaneously, is connected stably with underground part, can not produce vibrations when taking place the earthquake to and the top of this shaft tower has firm relation of connection with ground part, can effectually guarantee power line's security.
Description
Technical Field
The invention belongs to the technical field of carbon fiber composite material towers, and particularly relates to a carbon fiber composite material tower.
Background
The tower is a support used for supporting the transmission line in the overhead transmission line; the carbon fiber is formed by converting organic fiber through a series of heat treatment, is an inorganic high-performance fiber with carbon content higher than 90 percent, is a new material with excellent mechanical property, has the inherent characteristic of the carbon material, has the soft processability of textile fiber, and is a new generation of reinforced fiber; the carbon fiber composite material is used on the tower to increase the safety performance of the tower because the carbon fiber has the characteristics of common carbon materials, such as high temperature resistance, friction resistance, electric conduction, heat conduction and corrosion resistance, and the carbon fiber has small specific gravity and high specific strength.
When current shaft tower is installed, mostly all be disect insertion underground, consequently firm inadequately with the connection on ground, run into the easy slope that takes place of strong wind weather, when meetting the earthquake simultaneously, the basis of shaft tower shakes easily, thereby the power line who bears the weight of the shaft tower produces the influence, and the top of shaft tower is higher apart from ground, because the shaft tower is formed through the carbon-fibre composite part connection equipment, when strong wind weather or meetting the earthquake, the top of shaft tower still can take place to rock, thereby bring the potential safety hazard for power line.
Disclosure of Invention
Aiming at the situation, in order to overcome the defects of the prior art, the invention provides the carbon fiber composite material tower, which effectively solves the problems that the existing tower is not firmly connected when being directly inserted into the ground, the foundation of the tower is easy to vibrate when an earthquake occurs, and the top of the tower is easy to shake in windy weather or when the earthquake occurs.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a carbon-fibre composite shaft tower, including the ground base layer, the concave well has been seted up on the surface of ground base layer, the inside watering of concave well has reinforced concrete lower basic unit, the equidistance is equipped with first slope reinforcement post and second slope reinforcement post between reinforced concrete lower basic unit and the ground base layer, reinforced concrete lower basic unit's top is watered reinforced concrete upper base layer, carbon-fibre composite tower column is all installed to the four corners department at reinforced concrete upper base layer top, fixed mounting has the carbon-fibre composite top of the tower between the top of four carbon-fibre composite tower columns, the mid-mounting of carbon-fibre composite top of the tower bottom has the link, be connected with the hawser between the bottom of link and the middle part at reinforced concrete upper base layer top.
Preferably, the first inclined reinforcing column comprises a first mounting inclined hole, first fixed steel bars and a first pouring concrete layer, the first mounting inclined hole is formed between the reinforced concrete lower base layer and the ground base layer at equal intervals, the first fixed steel bars are inserted into the first mounting inclined hole, and the first pouring concrete layer is poured into the first mounting inclined hole.
Preferably, the second inclined reinforcing column comprises a second mounting inclined hole, second fixed steel bars and a second poured concrete layer, the second mounting inclined hole is formed between the reinforced concrete lower base layer and the ground base layer at equal intervals, the second mounting inclined hole is located on the inner side of the first mounting inclined hole, the second fixed steel bars are inserted into the second mounting inclined hole, and the second poured concrete layer is poured into the second mounting inclined hole.
Preferably, the reinforced concrete upper base layer is internally provided with two circles of connecting and reinforcing steel bars at equal intervals, the two circles of connecting and reinforcing steel bars are respectively fixedly welded with the tops of the first fixed steel bars and the second fixed steel bars, and the tops of the two circles of connecting and reinforcing steel bars extend to the top of the reinforced concrete upper base layer and are fixedly connected with first fixing nuts.
Preferably, the reinforced concrete upper base course four corners department inside all is equipped with the shape of falling T connecting piece, and the bottom of four carbon-fibre composite material pylon is all pegged graft on the upper portion of the shape of falling T connecting piece, and the equal threaded connection in upper portion of four shape of falling T connecting pieces has second fixing nut and self-tightening nut, and the self-tightening nut is located the top of second fixing nut.
Preferably, four equal distances between every two carbon fiber composite material tower columns are fixedly provided with reinforcing rods.
Preferably, the link includes the connecting plate, four first connection steel cables, four first engaging lugs, the second engaging lug, steel cable and four third engaging lugs are connected to four seconds, four first connecting lugs are fixed mounting respectively in four sides of carbon-fibre composite top of the tower bottom, four third engaging lugs are fixed mounting respectively on the upper portion of carbon-fibre composite tower, four first connection steel cables are connected respectively between four sides at connecting plate top and four first connecting lugs, four second connection steel cables are connected respectively between four sides at connecting plate top and four third engaging lugs, second engaging lug fixed connection is at the middle part of connecting plate bottom.
Preferably, the middle part of the top of the reinforced concrete upper base layer is provided with an I-shaped connecting piece, the top of the I-shaped connecting piece, which is positioned on the top of the reinforced concrete upper base layer, is fixedly connected with a fourth connecting lug, and one end of the cable is connected with the fourth connecting lug.
Preferably, the hawser includes that the third connects steel cable, fourth connection steel cable and swing joint spare, and swing joint spare connects between third connection steel cable and the fourth connection steel cable, and the one end that the steel cable was connected to the third is connected with the second engaging lug, and the fourth is connected the steel cable and is connected with the fourth engaging lug.
Preferably, the movable connecting piece comprises a threaded connecting pipe sleeve, a threaded connector and a metal fixing block, the other end of the third connecting steel cable extends to the inside of the threaded connecting pipe sleeve and is fixedly connected with the metal fixing block, the threaded connector is movably connected with the threaded connecting pipe sleeve, and one end of the third connecting steel cable is fixedly connected with the threaded connector.
Compared with the prior art, the invention has the beneficial effects that:
(1) during work, the carbon fiber composite material tower is firmly connected with the part inserted underground and is not easy to incline by arranging the first mounting inclined hole, the first fixed reinforcing steel bar, the first poured concrete layer, the second mounting inclined hole, the second fixed reinforcing steel bar and the second poured concrete layer; the first inclined reinforcing column and the second inclined reinforcing column enable the reinforced concrete lower base layer to be firmly connected with the foundation layer;
(2) the foundation of the carbon fiber composite material tower is firm and thick and is stably connected with the underground part, and no vibration is generated when an earthquake occurs; the first inclined reinforcing column and the second inclined reinforcing column enable the reinforced concrete lower base layer to be firmly installed inside the pit well, meanwhile, the reinforced concrete upper base layer reinforces the reinforced concrete lower base layer, and the reinforced reinforcing steel bars and the first fixing screw cap are connected to enable the reinforced concrete upper base layer and the reinforced concrete lower base layer to be connected more firmly and stably;
(3) the top of the carbon fiber composite tower is firmly connected with the ground part through the connecting end, the connecting plate, the first connecting steel cable, the first connecting lug, the second connecting steel cable, the third connecting lug, the cable rope, the third connecting steel cable, the fourth connecting steel cable, the I-shaped connecting piece, the fourth connecting lug, the movable connecting piece, the threaded connecting pipe sleeve, the threaded connector and the metal fixing block, so that the safety of a power line can be effectively guaranteed; the connecting end enables the carbon fiber composite material tower top to be stably and firmly installed at the top of the carbon fiber composite material tower column, and the mooring rope is connected between the carbon fiber composite material tower top and the fourth connecting lug, so that the connecting end is reinforced, and the carbon fiber composite material tower top is reinforced again.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention.
In the drawings:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a connection structure between a foundation, a reinforced concrete lower base and a reinforced concrete upper base according to the present invention;
FIG. 3 is a schematic view of a connection structure of a reinforced concrete upper base layer and a carbon fiber composite material tower column according to the present invention;
FIG. 4 is a schematic view of the connecting end of the present invention;
FIG. 5 is a schematic structural view of a first angled reinforcing column and a second angled reinforcing column of the present invention;
FIG. 6 is a schematic view of the construction of a cable according to the invention;
in the figure: 1. a ground layer; 2. a well; 3. a reinforced concrete lower base layer; 4. a first inclined reinforcement column; 401. a first mounting inclined hole; 402. a first fixed rebar; 403. a first concrete layer is poured; 5. a second inclined reinforcing column; 501. a second mounting inclined hole; 502. a second fixed rebar; 503. a second concrete layer is poured; 6. a reinforced concrete upper base layer; 7. a carbon fiber composite tower column; 8. the carbon fiber composite material tower top; 9. a connecting end; 901. a connecting plate; 902. a first connecting wire rope; 903. a first connecting lug; 904. a second engaging lug; 905. a second connecting wire rope; 906. a third engaging lug; 10. a cable; 1001. a third connecting steel cable; 1002. a fourth connecting steel cable; 11. connecting reinforcing steel bars; 12. a first fixing nut; 13. an inverted T-shaped connector; 14. a second fixing nut; 15. an I-shaped connector; 16. a fourth engaging lug; 17. a movable connecting piece; 1701. the pipe sleeve is connected through threads; 1702. a threaded connector; 1703. and a metal fixing block.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments; all other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the first embodiment, as shown in fig. 1, the reinforced concrete composite foundation comprises a foundation layer 1, a pit 2 is formed on the surface of the foundation layer 1, a reinforced concrete lower base layer 3 is poured inside the pit 2, first inclined reinforcing columns 4 and second inclined reinforcing columns 5 are equidistantly arranged between the reinforced concrete lower base layer 3 and the foundation layer 1, the reinforced concrete lower base layer 3 can be firmly connected with the foundation layer 1 through the arrangement of the first inclined reinforcing columns 4 and the second inclined reinforcing columns 5, a reinforced concrete upper base layer 6 is poured on the top of the reinforced concrete lower base layer 3, the reinforced concrete lower base layer 3 is reinforced through the arrangement of the reinforced concrete upper base layer 6, carbon fiber composite material tower columns 7 are respectively arranged at four corners of the top of the reinforced concrete upper base layer 6, carbon fiber composite material tower tops 8 are fixedly arranged between the tops of the four carbon fiber composite material tower columns 7, the middle part of 8 bottoms on the carbon-fibre composite top of the tower has link 9, is connected with hawser 10 between the middle part at the bottom of link 9 and reinforced concrete upper substrate 6 tops, through the setting of link 9 and hawser 10, makes it carry out effectual reinforcement to carbon-fibre composite top of the tower 8.
In the second embodiment, based on the first embodiment, as shown in fig. 5, the first inclined reinforcing column 4 includes a first inclined installation hole 401, a first fixing steel bar 402 and a first poured concrete layer 403, the first inclined installation hole 401 is equidistantly formed between the reinforced concrete lower base layer 3 and the ground base layer 1, the first fixing steel bar 402 is inserted into the first inclined installation hole 401, the first poured concrete layer 403 is poured into the first inclined installation hole 401, and the first inclined installation hole 401, the first fixing steel bar 402 and the first poured concrete layer 403 are arranged to connect and reinforce the reinforced concrete lower base layer 3 and the ground base layer 1 for the first time.
In a third embodiment, based on the first embodiment, as shown in fig. 5, the second inclined reinforcing column 5 includes a second inclined installation hole 501, second fixing steel bars 502 and a second poured concrete layer 503, the second inclined installation hole 501 is equidistantly formed between the reinforced concrete lower base layer 3 and the ground base layer 1, the second inclined installation hole 501 is located inside the first inclined installation hole 401, the second fixing steel bars 502 are inserted into the second inclined installation hole 501, the second poured concrete layer 503 is poured into the second inclined installation hole 501, and the second inclined installation hole 501, the second fixing steel bars 502 and the second poured concrete layer are arranged to connect and reinforce the reinforced concrete lower base layer 3 and the ground base layer 1 for the second time.
In the fourth embodiment, on the basis of the first embodiment, as shown in fig. 2 and 5, two circles of connecting reinforcing steel bars 11 are equidistantly arranged inside the reinforced concrete upper base layer 6, the two circles of connecting reinforcing steel bars 11 are fixedly welded to the tops of the first fixing steel bar 402 and the second fixing steel bar 502, the tops of the two circles of connecting reinforcing steel bars 11 extend to the top of the reinforced concrete upper base layer 6 and are fixedly connected with the first fixing nuts 12, and the first inclined reinforcing columns 4 and the second inclined reinforcing columns 5, and the reinforced concrete lower base layer 3 and the reinforced concrete upper base layer 6 are fixedly connected through the arrangement of the connecting reinforcing steel bars 11 and the first fixing nuts 12.
Fifth embodiment, on the basis of the first embodiment, as shown in fig. 2 and 3, inverted T-shaped connectors 13 are respectively disposed inside four corners of the reinforced concrete upper base layer 6, bottoms of four carbon fiber composite material towers 7 are respectively inserted into upper portions of the inverted T-shaped connectors 13, upper portions of the four inverted T-shaped connectors 13 are respectively in threaded connection with second fixing nuts 14 and self-tightening nuts, the self-tightening nuts are located on tops of the second fixing nuts 14, and the carbon fiber composite material towers 7 can be effectively and firmly mounted on the tops of the reinforced concrete upper base layer 6 through the arrangement of the inverted T-shaped connectors 13, the second fixing nuts 14 and the self-tightening nuts.
In a sixth embodiment, on the basis of the first embodiment, as shown in fig. 1 and 3, reinforcing rods are fixedly installed at equal distances between every two four carbon fiber composite material towers 7, and the four carbon fiber composite material towers 7 can be firmly connected through the arrangement of the reinforcing rods.
Seventh embodiment, based on the first embodiment, as shown in fig. 4, the connection end 9 includes a connection plate 901, four first connection steel cables 902, four first connection lugs 903, a second connection lug 904, four second connection steel cables 905, and four third connection lugs 906, the four first connection lugs 903 are respectively fixedly installed on four sides of the bottom of the carbon fiber composite tower top 8, the four third connection lugs 906 are respectively fixedly installed on the upper portion of the carbon fiber composite tower 7, the four first connection steel cables 902 are respectively connected between the four sides of the top of the connection plate 901 and the four first connection lugs 903, the four second connection steel cables 905 are respectively connected between the four sides of the top of the connection plate 901 and the four third connection lugs 906, the second connection lug is fixedly connected in the middle portion 904 of the bottom of the connection plate 901, and passes through the connection plate 901, the four first connection steel cables 902, the four first connection lugs 903, the second connection lugs 904, The four second connecting steel cables 905 and the four third connecting lugs 906 are arranged to reinforce the carbon fiber composite material tower top 8 mounted on the carbon fiber composite material tower column 7.
In the eighth embodiment, based on the first embodiment, as shown in fig. 2 and 3, an i-shaped connecting member 15 is disposed in the middle of the top of the reinforced concrete upper base layer 6, a fourth engaging lug 16 is fixedly connected to the top of the i-shaped connecting member 15 and the top of the reinforced concrete upper base layer 6, one end of the cable 10 is connected to the fourth engaging lug 16, and the i-shaped connecting member 15 and the fourth engaging lug 16 are disposed, so that one end of the cable 10 can be firmly connected and mounted.
Ninth embodiment, on the basis of the first embodiment, as shown in fig. 6, the cable 10 includes a third connecting wire cable 1001, a fourth connecting wire cable 1002 and a movable connecting member 17, the movable connecting member 17 is connected between the third connecting wire cable 1001 and the fourth connecting wire cable 1002, one end of the third connecting wire cable 1001 is connected with the second connecting lug 904, the fourth connecting wire cable 1002 is connected with the fourth connecting lug 16, and the connecting ends 9 are connected and reinforced by the third connecting wire cable 1001, the fourth connecting wire cable 1002 and the movable connecting member 17.
In the tenth embodiment, based on the ninth embodiment, as shown in fig. 6, the movable connecting member 17 includes a threaded connecting sleeve 1701, a threaded connector 1702 and a metal anchor 1703, the other end of the third connecting cable 1001 extends into the threaded connecting sleeve 1701 and is fixedly connected to the metal anchor 1703, the threaded connector 1702 is movably connected to the threaded connecting sleeve 1701, and one end of the third connecting cable 1001 is fixedly connected to the threaded connector 1702, so that the cable 10 can be effectively connected between the second engaging lug 904 and the fourth engaging lug 16 by the arrangement of the threaded connecting sleeve 1701, the threaded connector 1702 and the metal anchor 1703.
The working principle is as follows: the first inclined reinforcing column 4 and the second inclined reinforcing column 5 are arranged in front of the reinforced concrete lower base layer 3 and the ground base layer 1, so that the reinforced concrete lower base layer 3 is firmly connected with the ground base layer 1, and the reinforced concrete lower base layer 3 and the reinforced concrete upper base layer 6 are more stable; meanwhile, the reinforced concrete upper base layer 6 and the reinforced concrete lower base layer 3 are connected more firmly by connecting the reinforcing steel bars 11 and the first fixing nuts 12, so that the bottom of the whole tower is more stable and reliable; the connecting end 9 is connected between the carbon fiber composite material tower top 8 and the carbon fiber composite material tower column 7, so that the carbon fiber composite material tower top 8 is kept effectively and stably, the mooring rope 10 is connected between the carbon fiber composite material tower top 8 and the fourth connecting lug 16, the connecting end 9 is reinforced, and the carbon fiber composite material tower top 8 is also reinforced again.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. The utility model provides a carbon-fibre composite shaft tower, includes ground base layer (1), its characterized in that: pit (2) have been seted up on the surface of foundation bed (1), the inside watering of pit (2) has reinforced concrete lower base course (3), the equidistance is equipped with first slope reinforcement post (4) and second slope reinforcement post (5) between reinforced concrete lower base course (3) and foundation bed (1), reinforced concrete upper base course (6) have been watered at the top of reinforced concrete lower base course (3), carbon-fibre composite tower (7) are all installed to the four corners department at reinforced concrete upper base course (6) top, fixed mounting has carbon-fibre composite tower top (8) between the top of four carbon-fibre composite tower (7), the mid-mounting of carbon-fibre composite tower top (8) bottom has link (9), be connected with hawser (10) between the bottom of link (9) and the middle part at reinforced concrete upper base course (6) top.
2. The carbon fiber composite tower as claimed in claim 1, wherein: the first inclined reinforcing column (4) comprises a first mounting inclined hole (401), first fixed steel bars (402) and a first pouring concrete layer (403), the first mounting inclined hole (401) is formed between the reinforced concrete lower base layer (3) and the foundation layer (1) at equal intervals, the first fixed steel bars (402) are inserted into the first mounting inclined hole (401), and the first pouring concrete layer (403) is poured into the first mounting inclined hole (401).
3. The carbon fiber composite tower as claimed in claim 1, wherein: the second inclined reinforcing column (5) comprises a second mounting inclined hole (501), second fixed steel bars (502) and a second poured concrete layer (503), the second mounting inclined hole (501) is arranged between the reinforced concrete lower base layer (3) and the foundation layer (1) at equal intervals, the second mounting inclined hole (501) is located on the inner side of the first mounting inclined hole (401), the second fixed steel bars (502) are inserted into the second mounting inclined hole (501), and the second poured concrete layer (503) is poured into the second mounting inclined hole (501).
4. The carbon fiber composite tower as claimed in claim 1, wherein: the reinforced concrete upper base layer (6) is internally provided with two circles of connecting reinforcing steel bars (11) at equal intervals, the two circles of connecting reinforcing steel bars (11) are fixedly welded with the tops of the first fixing steel bars (402) and the second fixing steel bars (502) respectively, and the tops of the two circles of connecting reinforcing steel bars (11) extend to the top of the reinforced concrete upper base layer (6) and are fixedly connected with first fixing screw caps (12).
5. The carbon fiber composite tower as claimed in claim 1, wherein: the reinforced concrete upper base layer (6) four corners's inside all is equipped with inverted T connecting piece (13), and the bottom of four carbon-fibre composite tower columns (7) all pegs graft on the upper portion of inverted T connecting piece (13), and the equal threaded connection in upper portion of four inverted T connecting pieces (13) has second fixing nut (14) and self-tightening nut, and the self-tightening nut is located the top of second fixing nut (14).
6. The carbon fiber composite tower as claimed in claim 1, wherein: four equal distance fixed mounting has the stiffening rod between two pairs of carbon-fibre composite tower columns (7).
7. The carbon fiber composite tower as claimed in claim 1, wherein: link (9) are including connecting plate (901), four first connection steel cables (902), four first engaging lug (903), second engaging lug (904), steel cable (905) and four third engaging lug (906) are connected to four seconds, four first engaging lug (903) fixed mounting are respectively in four sides of carbon-fibre composite top of the tower (8) bottom, four third engaging lug (906) fixed mounting are respectively in the upper portion of carbon-fibre composite tower post (7), four first connection steel cable (902) are connected respectively between four sides and four first engaging lug (903) at connecting plate (901) top, four second connection steel cable (905) are connected respectively between four sides and four third engaging lug (906) at connecting plate (901) top, second engaging lug (904) fixed connection is in the middle part of connecting plate (901) bottom.
8. The carbon fiber composite tower as claimed in claim 1, wherein: the middle of the top of the reinforced concrete upper base layer (6) is provided with an I-shaped connecting piece (15), the top of the I-shaped connecting piece (15) is fixedly connected with a fourth connecting lug (16) which is positioned at the top of the reinforced concrete upper base layer (6), and one end of the mooring rope (10) is connected with the fourth connecting lug (16).
9. The carbon fiber composite tower as claimed in claim 1, wherein: hawser (10) are connected steel cable (1001), fourth steel cable (1002) and swing joint spare (17) including the third, and swing joint spare (17) are connected between steel cable (1001) and fourth steel cable (1002) are connected to the third, and the one end that steel cable (1001) were connected to the third is connected with second engaging lug (904), and fourth steel cable (1002) are connected with fourth engaging lug (16).
10. The carbon fiber composite tower as recited in claim 9, wherein: the movable connecting piece (17) comprises a threaded connecting pipe sleeve (1701), a threaded connecting head (1702) and a metal fixing block (1703), the other end of the third connecting steel cable (1001) extends to the inside of the threaded connecting pipe sleeve (1701) and is fixedly connected with the metal fixing block (1703), the threaded connecting head (1702) is movably connected with the threaded connecting pipe sleeve (1701), and one end of the third connecting steel cable (1001) is fixedly connected with the threaded connecting head (1702).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010571095.8A CN113175263A (en) | 2020-06-22 | 2020-06-22 | Carbon fiber composite material tower |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010571095.8A CN113175263A (en) | 2020-06-22 | 2020-06-22 | Carbon fiber composite material tower |
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| CN113175263A true CN113175263A (en) | 2021-07-27 |
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| CN110984670A (en) * | 2019-12-23 | 2020-04-10 | 云南鹏昇信息技术有限公司 | A antidetonation buffering type lightning protection signal tower for communication engineering |
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2020
- 2020-06-22 CN CN202010571095.8A patent/CN113175263A/en active Pending
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| CN201459753U (en) * | 2009-07-09 | 2010-05-12 | 刘红静 | Base for offshore lighthouse |
| CN102410156A (en) * | 2011-10-25 | 2012-04-11 | 无锡中阳新能源科技有限公司 | Solar upper-pulling hot-airflow directive functional tower system |
| WO2014060388A1 (en) * | 2012-10-16 | 2014-04-24 | Max Bögl Wind AG | Supply frame for a tower, tower with a supply frame and method for erecting a supply frame in the interior of a tower |
| CN105735722A (en) * | 2016-02-15 | 2016-07-06 | 王家兴 | Anti-seismic electric tower with flexible varying stress and method thereof |
| CN207296572U (en) * | 2017-08-08 | 2018-05-01 | 青岛中电新材料有限公司 | A kind of built-in steel tube tower thread drawing mechanism |
| CN207348082U (en) * | 2017-09-09 | 2018-05-11 | 衡水广厦铁塔制造有限公司 | A kind of electric tower foundation structure |
| CN110984670A (en) * | 2019-12-23 | 2020-04-10 | 云南鹏昇信息技术有限公司 | A antidetonation buffering type lightning protection signal tower for communication engineering |
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