CN103277261A - Structure for preventing inner flange joint faces of wind power towers from cracking - Google Patents
Structure for preventing inner flange joint faces of wind power towers from cracking Download PDFInfo
- Publication number
- CN103277261A CN103277261A CN2013101432760A CN201310143276A CN103277261A CN 103277261 A CN103277261 A CN 103277261A CN 2013101432760 A CN2013101432760 A CN 2013101432760A CN 201310143276 A CN201310143276 A CN 201310143276A CN 103277261 A CN103277261 A CN 103277261A
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- pylon
- cracking
- wedge
- inner flange
- towers
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- Wind Motors (AREA)
Abstract
The invention discloses a structure for preventing inner flange joint faces of wind power towers from cracking. The structure comprises inner flanges of two towers connecting the barrel walls of the two towers, the inner flanges of the two towers are locked through a plurality of flange bolts, at the position close to the mutually attached surfaces of the inner flanges of the two towers, a slope opening is formed in the inner side of the inner flange of each of the two towers, and the slope openings in the inner flanges of the two towers are close to each other to form a wedges-shaped groove; an arc-shaped wedge is inserted into the wedge-shaped groove, and the upper side and the lower side of the arc-shaped wedge are attached to the two sides of the wedge-shaped groove; the two ends of a locking long-arc plate are connected with the inner flanges of the two towers through lock bolts respectively, and the locking long-arc plate is pressed against the outer end of the arc-shaped wedge in an abutting mode. The structure for preventing the inner flange joint faces of the wind power towers from cracking is provided, and the structure can effectively prevent the inner flange joint faces of the wind power towers from cracking, and has the effect of safety protection.
Description
[technical field]
The present invention relates to the anti-cracking of a kind of wind power tower inner flange junction plane structure, belong to wind power generation field.
[background technique]
Traditional wind power tower inner flange mostly is " L " shape structure, and flange is to connect by flange bolt singlely.In the using process of reality, because the as easy as rolling off a log inner flange junction plane cracking that causes of the effect of external load causes the linking intensity of flange bolt structure to reduce, has very high risk.
[summary of the invention]
The objective of the invention is to overcome the present flange mating face deficiency of cracking easily, the anti-cracking of a kind of wind power tower inner flange junction plane structure is provided, this structure can prevent pylon inner flange junction plane cracking effectively, plays the effect of safety protection.
The present invention has adopted following technical proposals:
The anti-cracking of a kind of wind power tower inner flange junction plane structure, comprise the two pylon inner flanges that connect two pylon barrels, lock by a plurality of flange bolts between the two pylon inner flanges, in the close mutual bonding surfaces of two pylon inner flanges, two pylon inner flange inboards have the slope mouth, and the slope mouth on the two pylon inner flanges is mutually near forming a wedge slot; One arc wedge inserts in this wedge slot, the upper and lower side applying of arc wedge wedge slot both sides; One locking long arc plate two ends link to each other with two pylon inner flanges by chek bolt respectively and locking long arc plate roof pressure in arc wedge outer end.
A kind of wind power tower inner flange junction plane is prevented the cracking structure as mentioned above, it is characterized in that: be reserved with boss near the mutual bonding surfaces of two pylon inner flanges inboard, form draw-in groove between boss and its place pylon inner flange inner edge flanging, two short arc plates are stuck in the draw-in groove on the upper and lower two pylon inner flanges, and locking long arc plate upper and lower end is respectively by chek bolt and the locking of two short arc plates.
A kind of wind power tower inner flange junction plane is prevented the cracking structure as mentioned above, it is characterized in that: two short arc plates, locking long arc plate, arc wedge and the chek bolt that is connected short arc plate, locking long arc plate are formed an anti-cracking device, anti-cracking device can adopt a plurality of, and each anti-cracking device is uniform along pylon inner flange inner circumference.
The present invention with respect to the beneficial effect of prior art is:
1, the present invention can pass through the pretension chek bolt, and locking long arc plate imposes on the arc wedge to locking drag, by the arc wedge locking drag is passed to two pylon inner flanges then, thereby reaches the purpose of the anti-cracking of pylon inner flange junction plane, and is simple in structure, easy to use.
2, can increase or reduce the circumferential width of short arc plate, locking long arc plate according to pylon inner flange size, further two pylon inner flanges prevent the junction plane cracking, play the effect of safety protection.
[description of drawings]
Fig. 1 is two pylon inner flange linkage structure schematic representation among the present invention.
Fig. 2 is anti-cracking device and two pylon inner flange linkage structure schematic representation among the present invention.
Fig. 3 is anti-cracking device and two pylon inner flange linkage structure cut-away views among the present invention.
Fig. 4 is anti-cracking device perspective view among the present invention.
Fig. 5 is arc wedge perspective view among the present invention.
[embodiment]
It is shown in Figure 5 as Fig. 1,
The anti-cracking of a kind of wind power tower inner flange junction plane structure, comprise the two pylon inner flanges 8 that connect pylon barrel 6 and pylon barrel 9, lock by a plurality of flange bolts 7 between the two pylon inner flanges 8, in close two pylon inner flanges, 8 mutual bonding surfaces, two pylon inner flanges, 8 inboards have the slope mouth, and the slope mouth on the two pylon inner flanges is mutually near forming a wedge slot 10; One arc wedge 5 inserts in this wedge slot 10 arc wedge 5 upper and lower side applying wedge slots 10 both sides; One locking long arc plate, 4 two ends respectively by chek bolt 3 link to each other with two pylon inner flanges 8 and locking long arc plate 4 roof pressures in arc wedge 5 outer ends.
Wherein, be reserved with boss 11 near two pylon inner flanges, 8 mutual bonding surfaces inboards, form draw-in groove between boss 11 and its place pylon inner flange 8 inner edge flangings, two short arc plates 2 are stuck in the draw-in groove on the upper and lower two pylon inner flanges 8, locking long arc plate 4 upper and lower ends are locked by chek bolt 3 and two short arc plates 2 respectively, thereby realize that locking long arc plate 4 is connected with 8 lockings of two pylon inner flanges.
Working principle of the present invention is: by pretension chek bolt 3, locking long arc plate 4 imposes on arc wedge 5 to locking drag, by arc wedge 5 locking drag is passed to two pylon inner flanges 8 then, thereby making firmly to connect between the two pylon inner flanges 8 does not become flexible the purpose that reaches the anti-cracking of pylon inner flange 8 junction planes.
Further improve: two short arc plates 2, locking long arc plate 4, arc wedge 5 and the chek bolt 3 that is connected short arc plate 2, locking long arc plate 4 are formed an anti-cracking device 1(and are seen Fig. 1 and Fig. 4, Fig. 5), anti-cracking device 1 has a plurality of, and each anti-cracking device 1 is uniform along pylon inner flange 8 inner circumferences.
During actual the use, can increase or reduce the circumferential width of preventing cracking device 1 number or increasing or reducing short arc plate 2, locking long arc plate 4 according to pylon inner flange 8 sizes according to pylon inner flange 8 sizes.
Above-described embodiment is preferred embodiment of the present invention; but embodiments of the present invention are not subjected to the restriction of above-described embodiment; change, the decoration of doing under other any the present invention of not deviating from spirit essence and the principle, substitute, combination or simplify the substitute mode that all should be equivalent, be included in protection scope of the present invention.
Claims (3)
1. a wind power tower inner flange junction plane is prevented the cracking structure, comprise the two pylon inner flanges that connect two pylon barrels, lock by a plurality of flange bolts between the two pylon inner flanges, it is characterized in that: in the close mutual bonding surfaces of two pylon inner flanges, two pylon inner flange inboards have the slope mouth, and the slope mouth on the two pylon inner flanges is mutually near forming a wedge slot; One arc wedge inserts in this wedge slot, the upper and lower side applying of arc wedge wedge slot both sides; One locking long arc plate two ends link to each other with two pylon inner flanges by chek bolt respectively and locking long arc plate roof pressure in arc wedge outer end.
2. according to the anti-cracking of the described a kind of wind power tower inner flange junction plane of claim 1 structure, it is characterized in that: be reserved with boss near the mutual bonding surfaces of two pylon inner flanges inboard, form draw-in groove between boss and its place pylon inner flange inner edge flanging, two short arc plates are stuck in the draw-in groove on the upper and lower two pylon inner flanges, and locking long arc plate upper and lower end is respectively by chek bolt and the locking of two short arc plates.
3. according to the anti-cracking of the described a kind of wind power tower inner flange junction plane of claim 2 structure, it is characterized in that: two short arc plates, locking long arc plate, arc wedge and the chek bolt that is connected short arc plate, locking long arc plate are formed an anti-cracking device, anti-cracking device can adopt a plurality of, and each anti-cracking device is uniform along pylon inner flange inner circumference.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2013101432760A CN103277261A (en) | 2013-04-23 | 2013-04-23 | Structure for preventing inner flange joint faces of wind power towers from cracking |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2013101432760A CN103277261A (en) | 2013-04-23 | 2013-04-23 | Structure for preventing inner flange joint faces of wind power towers from cracking |
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CN103277261A true CN103277261A (en) | 2013-09-04 |
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CN2013101432760A Pending CN103277261A (en) | 2013-04-23 | 2013-04-23 | Structure for preventing inner flange joint faces of wind power towers from cracking |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3290691A1 (en) * | 2016-08-30 | 2018-03-07 | Posco | Tower structure and wind turbine tower |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3113912A1 (en) * | 1981-04-07 | 1982-10-28 | Günter 7518 Bretten Hemmrich | Device for the tight connection of two hollow bodies |
WO1993017268A1 (en) * | 1992-02-20 | 1993-09-02 | Steelproducts Offshore As | Coupling for flanged pipes, process for connecting the flanges and use of the coupling |
CN101433999A (en) * | 2008-12-15 | 2009-05-20 | 中国水利水电第三工程局有限公司 | Method for controlling welding deformation of flange |
CN201635936U (en) * | 2010-02-08 | 2010-11-17 | 黄文怡 | Internal flange reinforcing device of wind-driven generator tower |
CN201982259U (en) * | 2011-03-30 | 2011-09-21 | 江苏新誉重工科技有限公司 | Reverse balance flange of tower drum |
CN202031789U (en) * | 2011-03-30 | 2011-11-09 | 江苏新誉重工科技有限公司 | Reverse balance flange |
US20120003418A1 (en) * | 2010-07-05 | 2012-01-05 | Edward Antony Oliver | Guard assembly and method |
CN203272022U (en) * | 2013-04-23 | 2013-11-06 | 广东明阳风电产业集团有限公司 | Structure for preventing joint surface of wind power tower frame internal flanges from crazing |
-
2013
- 2013-04-23 CN CN2013101432760A patent/CN103277261A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3113912A1 (en) * | 1981-04-07 | 1982-10-28 | Günter 7518 Bretten Hemmrich | Device for the tight connection of two hollow bodies |
WO1993017268A1 (en) * | 1992-02-20 | 1993-09-02 | Steelproducts Offshore As | Coupling for flanged pipes, process for connecting the flanges and use of the coupling |
CN101433999A (en) * | 2008-12-15 | 2009-05-20 | 中国水利水电第三工程局有限公司 | Method for controlling welding deformation of flange |
CN201635936U (en) * | 2010-02-08 | 2010-11-17 | 黄文怡 | Internal flange reinforcing device of wind-driven generator tower |
US20120003418A1 (en) * | 2010-07-05 | 2012-01-05 | Edward Antony Oliver | Guard assembly and method |
CN201982259U (en) * | 2011-03-30 | 2011-09-21 | 江苏新誉重工科技有限公司 | Reverse balance flange of tower drum |
CN202031789U (en) * | 2011-03-30 | 2011-11-09 | 江苏新誉重工科技有限公司 | Reverse balance flange |
CN203272022U (en) * | 2013-04-23 | 2013-11-06 | 广东明阳风电产业集团有限公司 | Structure for preventing joint surface of wind power tower frame internal flanges from crazing |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3290691A1 (en) * | 2016-08-30 | 2018-03-07 | Posco | Tower structure and wind turbine tower |
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Application publication date: 20130904 |