CN204979706U - Pylon support - Google Patents
Pylon support Download PDFInfo
- Publication number
- CN204979706U CN204979706U CN201520691092.2U CN201520691092U CN204979706U CN 204979706 U CN204979706 U CN 204979706U CN 201520691092 U CN201520691092 U CN 201520691092U CN 204979706 U CN204979706 U CN 204979706U
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- shaped steel
- support
- pylon
- entablatrance
- longitudinal beam
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Abstract
The utility model discloses a pylon support, it includes a frame structure, frame structure includes entablature shaped steel, bottom end rail shaped steel, longeron shaped steel to and flange joint board, entablature shaped steel reaches the both ends of bottom end rail shaped steel are all with two longeron shaped steel is connected, the flange joint board set up in frame structure's four corners. The utility model discloses under the transportation quality that can guarantee the product completely and safe prerequisite, transportation and the space utilization that stores on can the improvement aerogenerator pylon ship of very big degree, reduce cost to space utilization's maximize is transported, is stored in the multilayer is piled up about can satisfying assembly, storage, transportation requirement, realization.
Description
Technical field
The utility model relates to a kind of support, particularly a kind of pylon support for aerogenerator transport.
Background technology
Wind energy is a kind of regeneration clean energy resource, can be played the effect actively promoted by aerogenerator to its exploitation in the problems such as energy-saving and emission-reduction, environmental protection and alleviation energy scarcity.
Wind-driven generator tower frame is made up of multistage tower cylinder, is the important composition parts of aerogenerator.Because the length of this tower cylinder is from more than ten meters to more than 30 meters, from tens tons to ton up to a hundred not etc., when carrying out the seat transport of wind-driven generator tower frame, individual layer transport is just faced with the large problem of required transport space to weight; And old-fashioned double-layered transporting device is large due to overall volume, short-distance transport inconvenience on hinterland is installed in factory, if when double-layered transporting device installed by harbour, the problems such as assembly difficulty is large can be caused again because field condition is limited.Therefore, how under the premise that security is guaranteed, Appropriate application transport space and control traffic cost, become the large problem of wind-driven generator tower frame seaborne.
Utility model content
The technical problems to be solved in the utility model is the seaborne cost of wind-driven generator tower frame and space hold problem, provides a kind of pylon support for aerogenerator transport.
The utility model solves above-mentioned technical matters by following technical proposals:
A kind of pylon support, it comprises a closed-in construction, and described closed-in construction comprises entablatrance shaped steel, cross sill shaped steel, longitudinal beam profiled bar, and flange connecting plate; The two ends of described entablatrance shaped steel and described cross sill shaped steel are all connected with two described longitudinal beam profiled bars, and described flange connecting plate is arranged at the corner of described closed-in construction.
Preferably, described entablatrance shaped steel is provided with a cover plate, described cross sill shaped steel is provided with a base plate, as the bearing of pylon support.
Preferably, the midway location of described cover plate is provided with a location guide finger, and the midway location correspondence of described base plate is provided with a knock hole, and described cover plate and described base plate are provided with some bolt holes, facilitates the stacking assembling of pylon support.
Preferably, described flange connecting plate side is welded with some pieces of large gussets and small gusset, to strengthen the intensity of flange connecting plate
Preferably, described flange connecting plate is provided with some flange through holes, to fix with the bolt with flange of transported pylon.
Preferably, described closed-in construction also comprises cross beam support and longeron and supports rigidity to strengthen closed-in construction, the two ends of described cross beam support are connected with two described longitudinal beam profiled bars, and the two ends that described longeron supports are connected with described entablatrance shaped steel and described cross sill shaped steel respectively.
Preferably, described cross beam support is provided with some draw rings, described longeron is provided with some cat ladder crosspieces on supporting, so that staff's assembling.
Preferably, described crossbeam shaped steel and described longitudinal beam profiled bar are provided with some anchor points, so that colligation is fixed during transport aboard ship.
Preferably, described entablatrance shaped steel and described longitudinal beam profiled bar, described cross sill shaped steel and described longitudinal beam profiled bar, described flange connecting plate and described closed-in construction, described entablatrance shaped steel and described cover plate, described cross sill shaped steel and described base plate, described cover plate and described positioning and guiding pin, described large gusset and described small gusset and described flange connecting plate, described cross beam support and described longitudinal beam profiled bar, described longeron supports and described entablatrance shaped steel and described cross sill shaped steel, described cross beam support and described draw ring, described longeron support is with the connection mode between described cat ladder crosspiece welds.
In the utility model, above-mentioned optimum condition can combination in any on the basis meeting this area general knowledge, obtains each preferred embodiment of the present utility model.
Positive progressive effect of the present utility model is: the utility model is under the prerequisite of the shipping mass and safety that can ensure product completely, the space availability ratio of transport and storage on wind-driven generator tower frame ship can be improved significantly, reduce costs, and the assembling of upper and lower multiple-level stack, storage, transportation request can be met, realize the maximization of transport, storage space degree of utilization.
Accompanying drawing explanation
Fig. 1 be the utility model preferred embodiment face structural representation.
Fig. 2 is the right TV structure schematic diagram of the utility model preferred embodiment.
Fig. 3 is that the A of the utility model preferred embodiment Fig. 1 is to structural representation.
Fig. 4 is the B-B cross section structure schematic diagram of the utility model preferred embodiment Fig. 1.
Fig. 5 is the C-C cross section structure schematic diagram of the utility model preferred embodiment Fig. 1.
Fig. 6 is the bilayer assembling effect schematic diagram of the utility model preferred embodiment.
Fig. 7 is that the D of the utility model preferred embodiment Fig. 6 is to structural representation.
Description of reference numerals:
101: entablatrance shaped steel
102: cross sill shaped steel
12: longitudinal beam profiled bar
13: flange connecting plate
14: large gusset
15: small gusset
16: base plate
17: positioning and guiding pin
18: cover plate
19: cat ladder crosspiece
110: cross beam support
111: draw ring
112: longeron supports
21: support
22: pylon
31: upper layer bracket
32: upper strata pylon
33: steel rope
34: bolt
35: lower floor support
36: lower floor's pylon
37: anchor point
Detailed description of the invention
Mode below by a preferred embodiment further illustrates the utility model, but is not therefore limited among described scope of embodiments by the utility model.
As shown in Figure 1, a kind of pylon support, it comprises: entablatrance shaped steel 101, cross sill shaped steel 102, longitudinal beam profiled bar 12, and flange connecting plate 13; Entablatrance shaped steel 101, cross sill shaped steel 102 and longitudinal beam profiled bar 12 are welded into the pylon support of a closed-in construction, according to different tower flanges specification, and design entablatrance shaped steel 101, cross sill shaped steel 102 and longitudinal beam profiled bar 12 size.Flange connecting plate 13 is arranged at the corner of described pylon support, and its side is provided with some pieces of large gussets 14 and small gusset 15, and flange connecting plate 13 is provided with some flange through holes.
As shown in Figure 2-5, entablatrance shaped steel 101 and cross sill shaped steel 102 are respectively arranged with cover plate 18 and a base plate 16, as the bearing of support.The midway location of cover plate 18 is provided with a location guide finger 17, and the midway location correspondence of base plate 16 is provided with a knock hole, and described cover plate 18 and described base plate 16 are provided with some bolt holes.In order to increase the rigidity of support, pylon support has also been set up cross beam support 110 and has been supported 112 with longeron.In order to assembly manipulation is convenient, cross beam support 110 is provided with some draw rings 111, longeron supports on 112 and is provided with some cat ladder crosspieces 19, is all uniform welding.
As shown in Figure 6, after two sections of isometric pylons 22 assemble with support 21 respectively, to be connected with positioning and guiding pin 17, knock hole and bolt hole that base plate 16 is arranged by cover plate 18 and to be stacked into bilayer or multiple-structure.
As shown in Figure 7, upper layer bracket 31 is combined into superstructure with the flange bolt fastening of upper strata pylon 32, lower floor support 35 is combined into understructure with the flange bolt fastening of lower floor's pylon 36, then superstructure and understructure are by positioning and guiding pin 17 aligned stack, check errorless after utilize bolt 34 to be fastenedly connected by up-down structure.Finally being each passed through the anchor point 37 of carrier parts or draw ring 111 and hull etc. with steel rope 33, to carry out colligation firm.
In description of the present utility model, it will be appreciated that, term " on ", D score, "front", "rear", " top ", " end ", etc. instruction orientation or position relationship be based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, instead of the device of instruction or hint indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.
Although the foregoing describe detailed description of the invention of the present utility model, it will be understood by those of skill in the art that these are only casehistorys, protection domain of the present utility model is defined by the appended claims.Those skilled in the art, under the prerequisite not deviating from principle of the present utility model and essence, can make various changes or modifications to these embodiments, but these change and amendment all falls into protection domain of the present utility model.
Claims (10)
1. a pylon support, is characterized in that, it comprises a closed-in construction, and described closed-in construction comprises entablatrance shaped steel, cross sill shaped steel, longitudinal beam profiled bar, and flange connecting plate; The two ends of described entablatrance shaped steel and described cross sill shaped steel are all connected with two described longitudinal beam profiled bars, and described flange connecting plate is arranged at the corner of described closed-in construction.
2. pylon support as claimed in claim 1, is characterized in that, described entablatrance shaped steel is provided with a cover plate, described cross sill shaped steel is provided with a base plate.
3. pylon support as claimed in claim 2, it is characterized in that, the midway location of described cover plate is provided with a location guide finger, and the midway location correspondence of described base plate is provided with a knock hole, and described cover plate and described base plate are provided with some bolt holes.
4. pylon support as claimed in claim 1, it is characterized in that, described flange connecting plate side is welded with some pieces of large gussets and small gusset.
5. pylon support as claimed in claim 1, is characterized in that, described flange connecting plate is provided with some flange through holes.
6. pylon support as claimed in claim 1, it is characterized in that, described closed-in construction also comprises cross beam support and longeron supports, and the two ends of described cross beam support are connected with two described longitudinal beam profiled bars, and the two ends that described longeron supports are connected with described entablatrance shaped steel and described cross sill shaped steel respectively.
7. pylon support as claimed in claim 6, is characterized in that, described cross beam support is provided with some draw rings, and described longeron is provided with some cat ladder crosspieces on supporting.
8. pylon support as claimed in claim 1, is characterized in that, described crossbeam shaped steel and described longitudinal beam profiled bar are provided with some anchor points.
9. pylon support as claimed in claim 3, it is characterized in that, described entablatrance shaped steel and described longitudinal beam profiled bar, described cross sill shaped steel and described longitudinal beam profiled bar, described flange connecting plate and described closed-in construction, described entablatrance shaped steel and described cover plate, described cross sill shaped steel and described base plate, connection mode between described cover plate with described positioning and guiding pin are and weld.
10. pylon support as claimed in claim 7, it is characterized in that, described cross beam support and described longitudinal beam profiled bar, described longeron support to be with described draw ring, the described longeron connection mode supported between described cat ladder crosspiece with described entablatrance shaped steel and described cross sill shaped steel, described cross beam support and weld.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520691092.2U CN204979706U (en) | 2015-09-08 | 2015-09-08 | Pylon support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520691092.2U CN204979706U (en) | 2015-09-08 | 2015-09-08 | Pylon support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204979706U true CN204979706U (en) | 2016-01-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520691092.2U Active CN204979706U (en) | 2015-09-08 | 2015-09-08 | Pylon support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204979706U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114577062A (en) * | 2022-02-25 | 2022-06-03 | 西安航天发动机有限公司 | Truss type structure loading test platform |
-
2015
- 2015-09-08 CN CN201520691092.2U patent/CN204979706U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114577062A (en) * | 2022-02-25 | 2022-06-03 | 西安航天发动机有限公司 | Truss type structure loading test platform |
| CN114577062B (en) * | 2022-02-25 | 2024-02-09 | 西安航天发动机有限公司 | Truss type structure loading test platform |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |