CN106438212A - Bent and spliced type bucket-shaped tower barrel - Google Patents
Bent and spliced type bucket-shaped tower barrel Download PDFInfo
- Publication number
- CN106438212A CN106438212A CN201610798840.6A CN201610798840A CN106438212A CN 106438212 A CN106438212 A CN 106438212A CN 201610798840 A CN201610798840 A CN 201610798840A CN 106438212 A CN106438212 A CN 106438212A
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- Prior art keywords
- tower
- cylinder
- folding
- plate
- tubbiness
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
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Abstract
The invention discloses a bent and spliced type bucket-shaped tower barrel. The bent and spliced type bucket-shaped tower barrel is mainly technically characterized in that the tower barrel comprises a bottom flange and a barrel body, wherein the barrel body is arranged on the bottom flange so that the bucket-shaped barrel body can be formed; and the barrel body is formed by splicing multiple bent plates which are bent longitudinally. The barrel body and the bottom flange of the tower barrel are each formed by splicing the multiple steel plates; the tower barrel can be assembled at site and is easy to hoist; time is saved; the tower barrel is convenient to transport; meanwhile, the entirety hot-dip galvanizing process can be conducted conveniently, and furthermore, the anticorrosion service life is prolonged; the bottom flange needs to be welded, and other than that, automated production can be achieved in all the remaining processes such as rough shape cutting, hole formation, bending and entire hot-dip galvanizing; and efficiency and manufacturing precision are greatly improved.
Description
【Technical field】
The present invention relates to a kind of folding spelling formula tubbiness tower.
【Background technology】
Nowadays the tower that we have seen that such as smart city landscape beacon, television tower, wind power generation stepped, is polylith steel mostly
Plate roll bending rolls into cylinder assembly welding forming or concrete constructions, manufactures and hoisting difficulty is larger, with duration, nowadays carry out
Steel building, it highly can surpass more than 200 meter, the tower being manufactured using prior art, bulky, leads to transport, lifting non-
Often difficult, with high costs；In addition existing tower does not enable automated production, and the tower manufacture precision of rolling shaping is more difficult
Control, nor it is anti-corrosion to carry out overall galvanizing.
The present invention is namely based on what this situation was made.
【Content of the invention】
The present invention seeks to overcoming the deficiencies in the prior art, provide that a kind of structure is simple, intensity is high, antiseptic property good,
Transport is installed all easily and the folding of automated production can also spell formula tubbiness tower.
The present invention is achieved by the following technical solutions：
A kind of folding spelling formula tubbiness tower it is characterised in that：Include bottom flange 1 and be located on bottom flange 1 to form tubbiness
Cylinder 3, described cylinder 3 is spliced by the flap that polylith is longitudinally bent.
Folding spelling formula tubbiness tower as above it is characterised in that：Described flap includes positioned at flap both sides and to cylinder
The connecting plate 2 of interior direction bending, the barrel plate 4 being located between two pieces of connecting plates 2, adjacent two pieces of connecting plate 2 companies of posting and fixing
Connect.
Folding spelling formula tubbiness tower as above it is characterised in that：Described cylinder 3 includes multistage, adjacent two sections of cylinders 3
Between be connected by multiple bolts 9, cut with symmetrical two breach 5 in the connection end of adjacent two sections of cylinders 3.
Folding spelling formula tubbiness tower as above it is characterised in that：It is additionally provided with semicircular opening 6 at described breach 5.
Folding spelling formula tubbiness tower as above it is characterised in that：Described cylinder 3 is included and is connected with described bottom flange 1
The second segment cylinder 302 that is connected with first paragraph cylinder 301 upper end of first paragraph cylinder 301, the upper end of first paragraph cylinder 301 is solid
Inner side due to second segment cylinder 302.
Folding spelling formula tubbiness tower as above it is characterised in that：The connection end of described flap equipped with for strengthen with
The reinforcement gusset 7 that other flaps connect, the described inner side strengthening gusset 7 is additionally provided with reinforcement flat board 8.
Folding spelling formula tubbiness tower as above it is characterised in that：Described bottom flange 1 is folding spelling formula flange, by multi-block method
Blue assembly is spliced, and described flange assembly includes flanged plate 101 and the described flap being welded on flanged plate 101.
Folding spelling formula tubbiness tower as above it is characterised in that：Described barrel plate 4 is longitudinally bent at least one times.
Folding spelling formula tubbiness tower as above it is characterised in that：Described barrel plate 4 is bent into left-hand cylinder wallboard 401 He
Right barrel plate 402, between described left-hand cylinder wallboard 401 and described left connection board 201 included angle A and described right barrel plate 402 with described
Between right connection board 202, included angle B span is 80 degree of -90 degree, presss from both sides between described left-hand cylinder wallboard 401 and right barrel plate 402
Angle C span is 165 degree of -175 degree.
Folding spelling formula tubbiness tower as above it is characterised in that：Described cylinder 3 is in straight-tube shape or cone cylinder shape, described folding
Sheet material matter is high-strength steel sheet；Anti-corrosion using overall galvanizing.
Folding spelling formula tubbiness tower as above it is characterised in that：Connecting plate 2 length phase on each block of described flap
Deng being formed with space 10 between the connecting plate 201 on the connecting plate 201 on cylinder 3 described in the preceding paragraph and next section of cylinder 3.
Folding spelling formula tubbiness tower as above it is characterised in that：Described reinforcement flat board 8 is while pass through described reinforcement gusset
The 7 described spaces 10 of entrance are contacted with described connecting plate 2 to be adjacent to and form the location-plate 11 with positioning action.
Folding spelling formula tubbiness tower as above it is characterised in that：This tower can apply to heavy construction foundation ditch casing, big
Type ocean engineering and man-made island casing, Large-scale Wind Turbines, EHV transmission shaft tower, city scenery lamp tower, city electricity
Depending on any one in main force's post of tower, super-large diameter storage cylinder and all kinds of large-scale steel structure groups of building and the casing of girder.
Compared with prior art, the present invention has the following advantages：
1st, the steel plate of tower of the present invention can make full use of, self-assembling formation connecting plate after the bending of steel plate both sides, is not required to another welding method
Blue connection.
2nd, tower of the present invention device to hole in lifting is easier to, also relatively accurate, advantageously reduces error；This tower is except bottom method
Need at orchid outside welding, remaining all can realize automated production as sawing sheet, perforate, bending, overall galvanizing, significantly carries
High efficiency and the accuracy of manufacture.
3rd, in steel plate middle position, longitudinally bending once forms similar circle to multiple to the present invention, and the steel plate being bent is strong
Degree greatly increases, and makes more firm during splicing, and stress is also evenly.
4th, the cylinder of tower of the present invention and bottom flange are all formed by multi-disc steel plate splicing, can Assembling, lifting is simple,
Time-consuming, convenient transportation；Facilitate overall galvanizing technique simultaneously, and then extend anti-corrosion life.
【Brief description】
Fig. 1 is the axonometric chart of tower of the present invention；
Fig. 2 is the axonometric chart of the steel plate that tower of the present invention adopts；
Fig. 3 is flap axonometric chart of the present invention；
Fig. 4 is the construction diagrams of the upper and lower two blocks of flaps of the present invention；
Fig. 5 is the axonometric chart of bottom flange；
Fig. 6 is the top view of flap；
Fig. 7 is two pieces of flap bolted-on attachment compositions；
Fig. 8 is the enlarged drawing at D in Fig. 4；
Fig. 9 is the enlarged drawing at E in Fig. 4；
Figure 10 is the schematic enlarged-scale view that the preferred embodiment of the present invention adopts location-plate；
When Figure 11 to Figure 13 is that tower of the present invention is applied to television tower, wind power generating set, super-large diameter storage cylinder respectively
Axonometric chart.
In figure：1 is bottom flange；101 is flanged plate；2 is connecting plate；201 is left connection board；202 is right connection board；3 are
Cylinder；301 is first paragraph cylinder；302 is second segment cylinder；4 is barrel plate；401 is left-hand cylinder wallboard；402 is right barrel plate；5
For breach；6 is semicircular opening；7 is to strengthen gusset；8 is to strengthen flat board；9 is bolt；10 is space；11 is location-plate.
【Specific embodiment】
Below in conjunction with the accompanying drawings the technology of the present invention feature is described in further detail in order to described skilled person reason
Solution.
A kind of folding spelling formula tubbiness tower, as shown in Figures 1 to 10, includes bottom flange 1 and is located on bottom flange 1 to be formed
The cylinder 3 of tubbiness, described cylinder 3 is spliced by the flap that polylith is longitudinally bent.Described cylinder 3 upper and lower ends opening, with
Bottom flange 1 is collectively forming tubbiness.Described flap is steel plate, and why the present invention is named as rolling over spelling formula tower, is because this tower
It is that by flat plate bending and further assembly is formed, by bending steel plate so that original one block of steel plate that cannot be upright can
Uprightly, considerably increase its intensity.Using this connecting method, more than 60 meters of length, the tower of more than 3.6 meters of diameter can be produced
Cylinder, and manufacture, lift, transporting all very convenient, disclosure satisfy that intensity requirement simultaneously, and it is anti-corrosion to also allow for overall galvanizing, existing
Tower typically adopt anticorrosion with painting, its life-span only has several years, and the application adopts that overall galvanizing is anti-corrosion, and anti-corrosion life is
30 years.
Because this tower is by polylith flap assembled, flap volume very little respectively, highway, sea-freight are all very convenient, existing
Some Large Scale Oceanic Wind Power Generation machine tower, because do not have the Large marine loop wheel machine of super-high to rise it is therefore desirable to use helicopter
Tower crane cylinder, but using the present invention tower it might even be possible to lift without using large-scale crane, completely can be assembled using piecemeal
Mode, greatly reduce hoisting cost.
Folding spelling formula tubbiness tower as above, described flap includes positioned at flap both sides and to direction bending in cylinder
Connecting plate 2, the barrel plate 4 being located between two pieces of connecting plates 2, adjacent two pieces of connecting plates 2 patch merga pass bolt 9 is fixedly connected,
So that polylith barrel plate 4 to be spliced into tubular.Described connecting plate plays the effect of adpting flange, and this kind of structure is not required to welding again
Orchid, assembling is simple, quick.Described flap is made up of connecting plate 2 and barrel plate 4, and is integrated part.
Folding spelling formula tubbiness tower as above, described cylinder 3 includes multistage, passes through many between adjacent two sections of cylinders 3
Individual bolt 9 is connected, and cuts with symmetrical two breach 5 respectively in the connection end of adjacent two sections of cylinders 3, as shown in figure 5,
The socket that the Main Function of this breach 5 is easy between lower shell 3 is installed, because connecting plate 2 can produce one after being bent
The introversive convex tendon of root, this convex tendon can hinder the socket between lower shell 3 to install it is therefore desirable to reserve breach 5；Breach 5
Secondary role is to eliminate part stress.
Folding spelling formula tubbiness tower as above, is additionally provided with semicircular opening 6, as shown in Figure 5 at described breach 5.Semicircular opening 6
Main Function be to eliminate stress, the prevention follow-up cracking of flap and distortion；Secondary role is easy for installing following reinforcements
Plate 7.
Further, as shown in figure 1, described cylinder 3 include the first paragraph cylinder 301 being connected with described bottom flange 1 and
The second segment cylinder 302 that first paragraph cylinder 301 upper end connects, second segment cylinder 302 is fixed in the upper end of first paragraph cylinder 301
Inner side, second segment cylinder 302 is socketed on first paragraph cylinder 301, just with pen container is socketed on penholder.
Folding spelling formula tubbiness tower as above, described bottom flange 1 is folding spelling formula flange, spliced by polylith flange assembly and
Become, described flange assembly includes flanged plate 101 and the described flap being welded on flanged plate 101, particular by splicing folding
Plate and form described bottom flange 1, its small volume, facilitate overall galvanizing technique, and solve transporting and hoisting difficult problem, such as scheme
Shown in 5.
Folding spelling formula tubbiness tower as above, described barrel plate 4 is longitudinally bent at least one times, and is preferably bent
Once.
In the present embodiment, barrel plate 4 is bent once, is combined into similar circle, specially barrel plate 4 is bent into left-hand cylinder wall
Plate 401 and right barrel plate 402, included angle A and described right barrel plate 402 between described left-hand cylinder wallboard 401 and described left connection board 201
Included angle B span is 80 degree of -90 degree, described left-hand cylinder wallboard 401 and right barrel plate 402 and described right connection board 202 between
Between angle C span be 165 degree -175 spend, as shown in Figure 6.
Folding spelling formula tubbiness tower as above, in the connection end of described flap equipped with for strengthening being connected with other flaps
Reinforcement gusset 7, the described inner side strengthening gusset 7 is additionally provided with reinforcement flat board 8, and the effect strengthening flat board 8 and hole thereon is just
Accessory in installation tower；As shown in figure 9, as gusset 7, Ke Yiyu is strengthened in the flap upper end setting on first paragraph cylinder 301
Adjacent with this flap on first paragraph cylinder 301 another block of flap strengthen connecting it is also possible to second above this flap
Flap on section cylinder 302 is strengthened connecting, and therefore strengthens gusset 7 and is also bent over once.Strengthen gusset 7 and play the work strengthening connecting
With, because the connection end of cylinder 3 is subject to shearing maximum, relatively weak, therefore need setting to strengthen gusset 7 to increase its intensity.If
Be not provided with strengthen gusset 7, then wall thickness will greatly increase, therefore setting strengthen gusset 7 will for cylinder saving about 3% to
6% material, so cost-effective.
Further, connecting plate 2 length on each block of described flap is roughly equal, is so easy to the fast fast-growing of high-volume
Produce, between the connecting plate 201 on the connecting plate 201 on cylinder 3 described in the preceding paragraph and next section of cylinder 3, be formed with space 10, that is,
Connecting plate 201 on cylinder 3 described in the preceding paragraph is not in contact with the connecting plate 201 on next section of cylinder 3.
Preferably, as shown in Figure 10, described reinforcement flat board 8 may also pass through described reinforcement gusset 7 and enters described sky
Gap 10 contacts with described connecting plate 2 to be adjacent to be formed has the location-plate 11 of positioning action, as illustrated, this kind of mode achieve right
The horizontally and vertically positioning of connecting plate 2, very reliably.Certainly, two pieces of adjacent on cylinder 3 connecting plates 201 can also do grows up
Degree is different, the connecting plate 201 on such the preceding paragraph cylinder 3 can dock with the connecting plate 201 on next section of cylinder 3 simultaneously and next
On section cylinder 3, adjacent connecting plate 201 overlap realizes positioning action, but this kind of mode has as a drawback that：First be length not
One connecting plate 201 needs the otch cutting bigger, can cause the waste of material, manufacturing process is also increasingly complex；Second is this
Through test of many times, planting positioning mode proves that the positioning mode that location-plate 11 is not used as described above is reliable；3rd is this kind of positioning side
Formula is only suitable for making taper tower, is not suitable for making straight barrel type tower.
Folding spelling formula tubbiness tower as above, described cylinder 3 is in straight-tube shape or cone cylinder shape, and the material of described flap is excellent
Matter high strength steel plate, is conducive to overall galvanizing technique.
The making installation step of this tower is as follows：
Firstth, according to required size, steel plate is cut into polylith；
Secondth, with digital controlled material cutting machine steel plate both sides and on lower end output the bolt hole of multiple rows of formed objects respectively；
3rd, breach 5 and semicircular opening 6 are cut out on steel plate respectively；
4th, with 8000 tons of intelligent numerical control forming machines, steel plate bending is become left connection board 201, the right connection board of special angle
202nd, left-hand cylinder wallboard 401 and right barrel plate 402；
5th, flap is weldingly fixed on formation flange assembly on flanged plate 101；
6th, carry out overall galvanizing technique；
7th, flange assembly, polylith flap are transported to job site；
8th, pass through to strengthen gusset 7, bolt 9 be combined into respectively bottom flange 1, single hop cylinder 3 and finally lifting connection formed
Whole tower；
It is to be first bent to form left connection board 201, right connection board 202 on steel plate both sides in 4th step, then in the middle part of barrel plate 4
Bending once forms left-hand cylinder wallboard 401 and right barrel plate 402 it is impossible in turn, so be conducive to the release of stress.
This tower can serve as the casing in heavy construction foundation ditch, the casing of large ocean engineering and man-made island, large-scale sea
The upper, tower of land wind-driven generator, EHV transmission shaft tower, the tower of city scenery lamp tower, television tower tower, super-large diameter
Main force's post of material storage silo coal, ore in sand form, grain etc. and all kinds of large-scale steel structure groups of building and the casing of girder, such as Figure 11 to 13
Shown.
Above in association with accompanying drawing embodiment, the present invention is described in detail, those skilled in the art can be according to upper
State and bright the present invention is made with many variations example.Thus, some details in embodiment should not constitute limitation of the invention, this
Invention is by the scope being defined using appended claims as protection scope of the present invention.
Claims (13)
1. a kind of folding spelling formula tubbiness tower it is characterised in that：Include bottom flange (1) and be located on bottom flange (1) to form bucket
The cylinder (3) of shape, described cylinder (3) is spliced by the flap that polylith is longitudinally bent.
2. according to claim 1 folding spelling formula tubbiness tower it is characterised in that：Described flap includes positioned at flap both sides
And to the connecting plate (2) of direction bending, the barrel plate (4) being located between two pieces of connecting plates (2), adjacent two pieces of connecting plates in cylinder
(2) post and fix connection.
3. according to claim 1 folding spelling formula tubbiness tower it is characterised in that：Described cylinder (3) includes multistage, adjacent
It is connected by multiple bolts (9) between two sections of cylinders (3), cut with the connection end of adjacent two sections of cylinders (3) symmetrical
Two breach (5).
4. according to claim 3 folding spelling formula tubbiness tower it is characterised in that：It is additionally provided with semicircle at described breach (5) place
Mouth (6).
5. according to claim 3 folding spelling formula tubbiness tower it is characterised in that：Described cylinder (3) includes and described bottom
The second segment cylinder (302) that the first paragraph cylinder (301) that flange (1) connects is connected with first paragraph cylinder (301) upper end, first
The inner side of second segment cylinder (302) is fixed in the upper end of section cylinder (301).
6. according to claim 3 folding spelling formula tubbiness tower it is characterised in that：In the connection end of described flap equipped with being used for
Strengthen the reinforcement gusset (7) being connected with other flaps, the described inner side strengthening gusset (7) is additionally provided with reinforcement flat board (8).
7. folding according to any one of claim 1 to 6 spell formula tubbiness tower it is characterised in that：Described bottom flange (1) is folding
Spelling formula flange, is spliced by polylith flange assembly, and described flange assembly includes flanged plate (101) and is welded on flanged plate
(101) the described flap on.
8. according to claim 2 folding spelling formula tubbiness tower it is characterised in that：Described barrel plate (4) is indulged at least one times
To bending.
9. according to claim 8 folding spelling formula tubbiness tower it is characterised in that：Described barrel plate (4) is bent into left-hand cylinder
Wallboard (401) and right barrel plate (402), included angle A and described between described left-hand cylinder wallboard (401) and described left connection board (201)
Between right barrel plate (402) and described right connection board (202), included angle B span is 80 degree of -90 degree, described left-hand cylinder wallboard
(401) angle C span is 165 degree of -175 degree and right barrel plate (402) between.
10. folding according to any one of claim 1 to 6 spell formula tubbiness tower it is characterised in that：Described cylinder (3) is in straight
Tubular or cone cylinder shape, described flap material is high-strength steel sheet；Anti-corrosion using overall galvanizing.
11. according to claim 6 folding spelling formula tubbiness tower it is characterised in that：Connecting plate on each block of described flap
(2) equal length, the connecting plate (201) on the connecting plate (201) on cylinder (3) described in the preceding paragraph and next section of cylinder (3) it
Between be formed with space (10).
12. according to claim 11 folding spelling formula tubbiness tower it is characterised in that：Described reinforcement flat board (8) is while pass through
Described reinforcement gusset (7) the described space of entrance (10) is contacted with described connecting plate (2) to be adjacent to and forms the positioning with positioning action
Plate (11).
13. according to claim 10 folding spelling formula tubbiness tower it is characterised in that：This tower can apply to heavy construction base
Hole casing, large ocean engineering and man-made island casing, Large-scale Wind Turbines, EHV transmission shaft tower, urban landscape lamp
In the casing of tower, main force's post of city television tower, super-large diameter storage cylinder and all kinds of large-scale steel structure groups of building and girder
Any one.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016105235017 | 2016-07-05 | ||
| CN201610523501 | 2016-07-05 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106438212A true CN106438212A (en) | 2017-02-22 |
| CN106438212B CN106438212B (en) | 2019-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610798840.6A Active CN106438212B (en) | 2016-07-05 | 2016-08-31 | A kind of folding spelling formula tubbiness tower |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106968895A (en) * | 2017-05-23 | 2017-07-21 | 北京三力新能科技有限公司 | A kind of Polygonal composite pylon |
| CN107228093A (en) * | 2017-07-31 | 2017-10-03 | 上海艾客制冷科技有限公司 | Assembly type fan air drum |
| CN108204736A (en) * | 2018-01-04 | 2018-06-26 | 星光农机股份有限公司 | A kind of drier body and its manufacturing process |
| CN108466222A (en) * | 2018-04-08 | 2018-08-31 | 东莞市莱钢钢结构有限公司 | A kind of large cylinder body installation and adjustment device |
| CN109441731A (en) * | 2019-01-14 | 2019-03-08 | 重庆大学 | A kind of wind-powered electricity generation pure steel structure tower having double mechanism of putting more energy into-carry |
| CN110469459A (en) * | 2019-07-29 | 2019-11-19 | 江苏振江新能源装备股份有限公司 | The bending plate and cylinder of novel super-high tower |
| CN110748157A (en) * | 2019-10-31 | 2020-02-04 | 中国一冶集团有限公司 | Silo conical hopper split type combined steel template and construction method thereof |
| CN110809671A (en) * | 2017-06-30 | 2020-02-18 | 安赛乐米塔尔公司 | Wind turbine tower section, wind turbine tower and method of assembly |
| CN112049761A (en) * | 2020-09-14 | 2020-12-08 | 南京风电科技有限公司 | Method and device for monitoring opening and closing degree of longitudinal flange of split tower of wind generating set |
| WO2022086461A1 (en) * | 2020-10-24 | 2022-04-28 | Okurogullari Aydin | Modular wind tower |
| CN115059582A (en) * | 2022-06-20 | 2022-09-16 | 福建工程学院 | Polygonal wind power tower barrel split type combined structure and wind power tower barrel and application thereof |
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| CN106968895A (en) * | 2017-05-23 | 2017-07-21 | 北京三力新能科技有限公司 | A kind of Polygonal composite pylon |
| CN110809671A (en) * | 2017-06-30 | 2020-02-18 | 安赛乐米塔尔公司 | Wind turbine tower section, wind turbine tower and method of assembly |
| CN107228093A (en) * | 2017-07-31 | 2017-10-03 | 上海艾客制冷科技有限公司 | Assembly type fan air drum |
| CN108204736B (en) * | 2018-01-04 | 2023-09-05 | 星光农机股份有限公司 | Dryer cylinder and manufacturing process thereof |
| CN108204736A (en) * | 2018-01-04 | 2018-06-26 | 星光农机股份有限公司 | A kind of drier body and its manufacturing process |
| CN108466222A (en) * | 2018-04-08 | 2018-08-31 | 东莞市莱钢钢结构有限公司 | A kind of large cylinder body installation and adjustment device |
| CN109441731A (en) * | 2019-01-14 | 2019-03-08 | 重庆大学 | A kind of wind-powered electricity generation pure steel structure tower having double mechanism of putting more energy into-carry |
| CN110469459A (en) * | 2019-07-29 | 2019-11-19 | 江苏振江新能源装备股份有限公司 | The bending plate and cylinder of novel super-high tower |
| CN110748157A (en) * | 2019-10-31 | 2020-02-04 | 中国一冶集团有限公司 | Silo conical hopper split type combined steel template and construction method thereof |
| CN110748157B (en) * | 2019-10-31 | 2021-10-01 | 中国一冶集团有限公司 | Silo conical hopper split type combined steel template and construction method thereof |
| CN112049761A (en) * | 2020-09-14 | 2020-12-08 | 南京风电科技有限公司 | Method and device for monitoring opening and closing degree of longitudinal flange of split tower of wind generating set |
| WO2022086461A1 (en) * | 2020-10-24 | 2022-04-28 | Okurogullari Aydin | Modular wind tower |
| CN115059582A (en) * | 2022-06-20 | 2022-09-16 | 福建工程学院 | Polygonal wind power tower barrel split type combined structure and wind power tower barrel and application thereof |
| CN116557216A (en) * | 2023-07-07 | 2023-08-08 | 山西天宝集团有限公司 | New energy wind power generation segmented flange and connecting method |
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| CN106438212B (en) | 2019-01-25 |
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Denomination of invention: Bent and spliced type bucket-shaped tower barrel Effective date of registration: 20191012 Granted publication date: 20190125 Pledgee: China Co truction Bank Corp Zhongshan branch Pledgor: Guangdong Zhongyi Heavy Industry Co., Ltd.|Linyu Village Registration number: Y2019440000111 |