CN214498564U - Anemometer tower with reinforced tower structure - Google Patents
Anemometer tower with reinforced tower structure Download PDFInfo
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- CN214498564U CN214498564U CN202120347858.0U CN202120347858U CN214498564U CN 214498564 U CN214498564 U CN 214498564U CN 202120347858 U CN202120347858 U CN 202120347858U CN 214498564 U CN214498564 U CN 214498564U
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Abstract
The utility model discloses a wind measuring tower with enhanced tower structure, which comprises a tower body and a fixing mechanism, wherein a crossbeam is fixedly connected on the tower body, a round hole is formed on the crossbeam, the fixing mechanism comprises a first supporting plate, a second supporting plate, a third supporting plate and a fourth supporting plate, both ends of the first supporting plate are respectively provided with a mounting groove, both ends of the first supporting plate are respectively provided with a mounting hole, the mounting groove is communicated with the mounting holes, one side of the first supporting plate is fixedly connected with two first strong spring supporting rods, the top ends of the two first strong spring supporting rods are respectively and fixedly connected on one side of a second fixing plate, the second fixing plate is provided with a second through hole matched with the round hole, and both ends of the fourth supporting plate are respectively and fixedly connected with a connecting block matched with the mounting groove; this anemometry tower of pylon structure reinforcing comes the tower column on the tower body to decompress through fixed establishment, and the effectual damage that reduces the tower column has improved the life of tower column.
Description
Technical Field
The utility model relates to a anemometer tower technical field specifically is a anemometer tower of pylon structure reinforcing.
Background
The anemometer tower is a high tower structure for measuring wind energy parameters, namely a tower structure for observing and recording the airflow motion situation near the ground. In the past, wind power generation enterprises and meteorological and environmental protection departments build the wind power generation enterprises for meteorological observation and atmospheric environment monitoring.
The wind measuring tower comprises a tower base, a tower column, a cross rod, an inclined rod, an anemograph support, a shielding needle and a pull wire, wherein the existing wind measuring tower is usually pulled on the tower column by a steel wire, but the tower column of the wind measuring tower is pulled by the steel wire even due to the height of the wind measuring tower, and the tower top can also shake when encountering wind, so that the service life of the tower column of the wind measuring tower is greatly shortened, and the wind measuring tower has certain bending risk. Accordingly, a wind tower with a reinforced tower structure is proposed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a anemometry tower of pylon structure reinforcing to it often adopts the steel wire to draw and draws on the column to propose current anemometry tower among the above-mentioned background art, nevertheless because the high reason of anemometry tower, the column of anemometry tower draws even with the steel wire, also can produce when the top of the tower meets wind and rock, and this kind is rocked and is made the column life-span of anemometry tower reduce greatly, and the anemometry tower has the problem of certain risk of bending.
In order to achieve the above object, the utility model provides a following technical scheme: a wind measuring tower with a reinforced tower structure comprises a tower body and a fixing mechanism, wherein a cross beam is fixedly connected to the tower body, and a circular hole is formed in the cross beam;
the fixing mechanism comprises a first supporting plate, a second supporting plate, a third supporting plate and a fourth supporting plate, wherein mounting grooves are formed in two ends of the first supporting plate, mounting holes are formed in the tops of two ends of the first supporting plate, the mounting grooves are communicated with the mounting holes, two first strong spring supporting rods are fixedly connected to one side of the first supporting plate, the top ends of the two first strong spring supporting rods are fixedly connected to one side of the second fixing plate, second through holes matched with the round holes are formed in the second fixing plate, connecting blocks matched with the mounting grooves are fixedly connected to two ends of the fourth supporting plate, first through holes are formed in the connecting blocks, two second strong spring supporting rods are fixedly connected to one side of the fourth supporting plate, and the top ends of the two second strong spring supporting rods are fixedly connected to one side of the third fixing plate, a third through hole matched with the round hole is formed in the third fixing plate;
the connecting block of fourth backup pad one end passes through the bolt rotation and installs in the mounting groove on the first backup pad, first backup pad with the connected mode of second backup pad, the second backup pad with the connected mode of third backup pad with the fourth backup pad respectively with the connected mode of first backup pad with the fourth backup pad is the same.
Through adopting above-mentioned technical scheme, the first step, the crossbeam welds all around at the top of tower body, set up the round hole on every crossbeam, the second step, fixed establishment passes through the gim peg to be fixed on tower body top crossbeam all around, respectively fixedly connected with steel wire on fixed establishment's the outside, when the top of tower body receives the wind-force influence and rocks, the strong spring support pole of first strong spring support pole and second can provide certain buffer power and reaction force for the pylon, come to decompress the pylon on the tower body through fixed establishment, the effectual damage that reduces the pylon, the life of pylon has been improved.
Preferably, the outer side of the first support plate, the outer side of the second support plate, the outer side of the third support plate and the outer side of the fourth support plate are fixedly connected with steel wires.
Through adopting above-mentioned technical scheme, draw every backup pad through steel wire one end, the other end of steel wire is fixed in appointed fixed position department, provides powerful pulling force to the top of the tower of tower body.
Preferably, the second fixing plate and the third fixing plate are respectively and fixedly connected with the cross beam through fixing bolts.
Through adopting above-mentioned technical scheme, second fixed plate and third fixed plate pass through the gim peg and are connected with the crossbeam, have improved joint strength, can be more stable fix the outside at the tower body with the backup pad.
Preferably, both ends of the second fixing plate do not collide with both ends of the third fixing plate.
By adopting the technical scheme, the wind power device can adapt to multidirectional wind power, and avoids the influence on the matching between every two support plates during oblique wind power (such as southeast wind, northeast wind, northwest wind and the like).
Preferably, the first support plate has the same structure as the third support plate, and the second support plate has the same structure as the fourth support plate.
By adopting the technical scheme, post-production and replacement among the same components are facilitated.
Preferably, the inner diameter of the mounting hole is the same as the inner diameter of the first through hole.
Through adopting above-mentioned technical scheme, make things convenient for the bolt to run through in mounting hole and first through-hole in proper order.
Compared with the prior art, the beneficial effects of the utility model are that:
this anemometry tower of pylon structure reinforcing, through welding the crossbeam all around at the top of tower body, set up the round hole on every crossbeam, fixed establishment passes through the gim peg to be fixed on tower body top crossbeam all around, fixedly connected with steel wire respectively on fixed establishment's the outside, when the top of tower body receives the wind-force influence and rocks, the strong spring support pole of first strong spring support pole and second can provide certain buffer power and reaction force for the pylon, come to decompress the pylon on the tower body through fixed establishment, the damage of effectual reduction pylon, the life of pylon has been improved.
Drawings
Fig. 1 is a schematic structural view of a wind measuring tower with a reinforced tower structure according to the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is a schematic plan view of the fixing mechanism of the present invention;
fig. 4 is a schematic structural diagram of a first support plate of the present invention;
fig. 5 is a schematic structural view of a fourth supporting plate according to the present invention;
fig. 6 is a schematic view of a partial structure of the fixing mechanism of the present invention.
In the figure: 1. a tower body; 2. a cross beam; 3. a steel wire; 4. a first support plate; 5. a second support plate; 6. a third support plate; 7. a fourth support plate; 8. mounting grooves; 9. connecting blocks; 10. mounting holes; 11. a bolt; 12. a first through hole; 17. a first strong spring support bar; 18. a second fixing plate; 19. a second through hole; 21. a circular hole; 171. a second strong spring support bar; 181. a third fixing plate; 191. a third via.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides a technical solution:
a structurally reinforced tower anemometer tower comprising: a tower body 1 and a fixing mechanism.
Wherein, the tower body 1 is fixedly connected with a beam 2, and the beam 2 is provided with a round hole 21.
Wherein, the fixing mechanism comprises a first supporting plate 4, a second supporting plate 5, a third supporting plate 6 and a fourth supporting plate 7, the outer side of the first supporting plate 4, the outer side of the second supporting plate 5, the outer side of the third supporting plate 6 and the outer side of the fourth supporting plate 7 are fixedly connected with a steel wire 3, each supporting plate is pulled by one end of the steel wire 3, the other end of the steel wire 3 is fixed at a designated fixed position to provide strong pulling force for the tower top of the tower body 1, both ends of the first supporting plate 4 are provided with mounting grooves 8, both top parts of both ends of the first supporting plate 4 are provided with mounting holes 10, the inner diameter of the mounting holes 10 is the same as the inner diameter of the first through holes 12, a convenient bolt 11 sequentially penetrates through the mounting holes 10 and the first through holes 12, the mounting grooves 8 are communicated with the mounting holes 10, one side of the first supporting plate 4 is fixedly connected with two first strong spring supporting rods 17, the top ends of the two first strong spring supporting rods 17 are fixedly connected on one side of a second fixing plate 18, the second fixing plate 18 is provided with a second through hole 19 matched with the round hole 21, both ends of the fourth supporting plate 7 are fixedly connected with a connecting block 9 matched with the mounting groove 8, the connecting block 9 is provided with a first through hole 12, one side of the fourth supporting plate 7 is fixedly connected with two second strong spring supporting rods 171, the top ends of the two second strong spring supporting rods 171 are fixedly connected with one side of the third fixing plate 181, the third fixing plate 181 is provided with a third through hole 191 matched with the round hole 21, the second fixing plate 18 and the third fixing plate 181 are respectively fixedly connected with the cross beam 2 through fixing bolts, the second fixing plate 18 and the third fixing plate 181 are connected with the cross beam 2 through fixing bolts, the connecting strength is improved, the supporting plates can be fixed outside the tower body 1 more stably, both ends of the second fixing plate 18 are not abutted against both ends of the third fixing plate 181, thus the wind power in multiple directions can be adapted, the influence on the matching between every two support plates is avoided when oblique wind force is generated (such as southeast wind, northeast wind, northwest wind and the like), the structure of the first support plate 4 is the same as that of the third support plate 6, and the structure of the second support plate 5 is the same as that of the fourth support plate 7, so that later-stage manufacture and replacement of the same parts are facilitated.
The connecting block 9 at one end of the fourth supporting plate 7 is rotatably installed in the installing groove 8 of the first supporting plate 4 through a bolt 11, and the connecting mode of the first supporting plate 4 and the second supporting plate 5, the connecting mode of the second supporting plate 5 and the third supporting plate 6 and the connecting mode of the third supporting plate 6 and the fourth supporting plate 7 are respectively the same as the connecting mode of the first supporting plate 4 and the fourth supporting plate 7.
The structure principle is as follows: as shown in fig. 1-6, a cross beam 2 is fixedly connected to a tower body 1, a circular hole 21 is formed in the cross beam 2, a fixing mechanism comprises a first support plate 4, a second support plate 5, a third support plate 6 and a fourth support plate 7, both ends of the first support plate 4 are respectively provided with a mounting groove 8, both ends of the first support plate 4 are respectively provided with a mounting hole 10, the mounting grooves 8 are communicated with the mounting holes 10, one side of the first support plate 4 is fixedly connected with two first strong spring support rods 17, the top ends of the two first strong spring support rods 17 are respectively fixedly connected to one side of a second fixing plate 18, the second fixing plate 18 is provided with a second through hole 19 matched with the circular hole 21, both ends of the fourth support plate 7 are respectively fixedly connected with a connecting block 9 matched with the mounting groove 8, the connecting block 9 is provided with a first through hole 12, one side of the fourth support plate 7 is fixedly connected with two second strong spring support rods 171, the top of two strong spring support rods 171 of second is fixed connection on one side of third fixed plate 181, set up on the third fixed plate 181 with round hole 21 matched with third through-hole 191, the connecting block 9 of fourth backup pad 7 one end is rotated through bolt 11 and is installed in the mounting groove 8 of first backup pad 4, the connected mode of first backup pad 4 and second backup pad 5, the connected mode of second backup pad 5 and third backup pad 6 and the connected mode of third backup pad 6 and fourth backup pad 7 are the same with the connected mode of first backup pad 4 and fourth backup pad 7 respectively.
As shown in fig. 1-6, the tower structure can be provided with a plurality of sets according to the height of the tower body 1, and the size of the first support plate 4, the size of the second support plate 5, the size of the third support plate 6 and the size of the fourth support plate 7 are determined according to the position of the tower; first step, welding crossbeam 2 all around at the top of tower body 1, set up round hole 21 on every crossbeam 2, second step, fixed establishment passes through the gim peg to be fixed on tower body 1 top crossbeam 2 all around, and fixed connection has steel wire 3 respectively on fixed establishment's the outside, receives the wind-force influence when rocking at the top of tower body 1, and first strong spring support pole 17 and the strong spring support pole 171 of second can provide certain buffer power and reaction force for the column tower.
To sum up, this anemometry tower of pylon structure reinforcing, through welding crossbeam 2 around the top at tower body 1, set up round hole 21 on every crossbeam 2, fixed establishment passes through the gim peg to be fixed on tower body 1 top crossbeam 2 all around, respectively fixedly connected with steel wire 3 on fixed establishment's the outside, receive wind-force influence when rocking at tower body 1's top, first strong spring support pole 17 and the strong spring support pole 171 of second can provide certain buffer power and reaction force for the pylon, come to decompress the pylon on the tower body 1 through fixed establishment, the effectual damage that reduces the pylon, the life of pylon has been improved.
The part not involved in the utility model is the same as the prior art or can be realized by adopting the prior art. 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 (6)
1. The anemometer tower with the reinforced tower structure is characterized by comprising a tower body (1) and a fixing mechanism, wherein a cross beam (2) is fixedly connected to the tower body (1), and a round hole (21) is formed in the cross beam (2);
the fixing mechanism comprises a first supporting plate (4), a second supporting plate (5), a third supporting plate (6) and a fourth supporting plate (7), wherein mounting grooves (8) are formed in the two ends of the first supporting plate (4), mounting holes (10) are formed in the tops of the two ends of the first supporting plate (4), the mounting grooves (8) are communicated with the mounting holes (10), two first strong spring supporting rods (17) are fixedly connected to one side of the first supporting plate (4), the top ends of the two first strong spring supporting rods (17) are fixedly connected to one side of a second fixing plate (18), second through holes (19) matched with the round holes (21) are formed in the second fixing plate (18), and connecting blocks (9) matched with the mounting grooves (8) are fixedly connected to the two ends of the fourth supporting plate (7), a first through hole (12) is formed in the connecting block (9), two second strong spring supporting rods (171) are fixedly connected to one side of the fourth supporting plate (7), the top ends of the two second strong spring supporting rods (171) are fixedly connected to one side of a third fixing plate (181), and a third through hole (191) matched with the round hole (21) is formed in the third fixing plate (181);
fourth backup pad (7) one end connecting block (9) are passed through bolt (11) and are rotated and install on first backup pad (4) in mounting groove (8), first backup pad (4) with the connected mode of second backup pad (5) with the connected mode of third backup pad (6) with fourth backup pad (7) respectively with first backup pad (4) with the connected mode of fourth backup pad (7) is the same.
2. A tower construction reinforced anemometer tower as claimed in claim 1, wherein: the outside of first backup pad (4), the outside of second backup pad (5), the outside of third backup pad (6) with equal fixedly connected with steel wire (3) in the outside of fourth backup pad (7).
3. A tower construction reinforced anemometer tower as claimed in claim 1, wherein: the second fixing plate (18) and the third fixing plate (181) are fixedly connected with the cross beam (2) through fixing bolts respectively.
4. A tower construction reinforced anemometer tower as claimed in claim 1, wherein: the two ends of the second fixing plate (18) are not abutted against the two ends of the third fixing plate (181).
5. A tower construction reinforced anemometer tower as claimed in claim 1, wherein: the structure of the first supporting plate (4) is the same as that of the third supporting plate (6), and the structure of the second supporting plate (5) is the same as that of the fourth supporting plate (7).
6. A tower construction reinforced anemometer tower as claimed in claim 1, wherein: the inner diameter of the mounting hole (10) is the same as the inner diameter of the first through hole (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120347858.0U CN214498564U (en) | 2021-02-07 | 2021-02-07 | Anemometer tower with reinforced tower structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120347858.0U CN214498564U (en) | 2021-02-07 | 2021-02-07 | Anemometer tower with reinforced tower structure |
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| CN214498564U true CN214498564U (en) | 2021-10-26 |
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| CN202120347858.0U Active CN214498564U (en) | 2021-02-07 | 2021-02-07 | Anemometer tower with reinforced tower structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114893015A (en) * | 2022-05-18 | 2022-08-12 | 峻江建设有限公司 | After-loading reinforcing device for improving stability in iron tower renovation |
-
2021
- 2021-02-07 CN CN202120347858.0U patent/CN214498564U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114893015A (en) * | 2022-05-18 | 2022-08-12 | 峻江建设有限公司 | After-loading reinforcing device for improving stability in iron tower renovation |
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