CN103277260A - Method for preventing wind power tower outer flange junction surface from cracking - Google Patents
Method for preventing wind power tower outer flange junction surface from cracking Download PDFInfo
- Publication number
- CN103277260A CN103277260A CN2013101431984A CN201310143198A CN103277260A CN 103277260 A CN103277260 A CN 103277260A CN 2013101431984 A CN2013101431984 A CN 2013101431984A CN 201310143198 A CN201310143198 A CN 201310143198A CN 103277260 A CN103277260 A CN 103277260A
- Authority
- CN
- China
- Prior art keywords
- outward flange
- pylon
- wind power
- power tower
- cracking
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- Y02E10/722—
Landscapes
- Wind Motors (AREA)
Abstract
The invention discloses a method for preventing a wind power tower outer flange junction surface from cracking. The method comprises the following steps that firstly two tower outer flanges are locked by flange bolts, and then the outer edges of the two tower outer flanges are secondarily clamped by a plurality of locking devices, so that the outer edges of the two tower outer flanges are tightly attached together. The invention aims at providing the method for preventing the wind power tower outer flange junction surface from cracking.
Description
[technical field]
The present invention relates to a kind ofly for the anti-cracking method of wind power tower outward flange junction plane, belong to wind power generation field.
[background technique]
The wind power tower outward flange is simple in structure because of it, has obtained using widely in the wind-powered electricity generation industry.But in the using process of reality, because the as easy as rolling off a log flange outside junction plane that makes of the effect of external force ftractures because of loosening, influenced the shelf life of pylon outward flange to a great extent, and the Security of pylon is greatly reduced.
[summary of the invention]
The objective of the invention is to overcome the present flange mating face deficiency of cracking easily, provide a kind of for the anti-cracking method of wind power tower outward flange junction plane, this method can prevent pylon outward flange junction plane cracking effectively, plays the effect of safety protection.
The present invention has adopted following technical proposals:
A kind of for the anti-cracking method of wind power tower outward flange junction plane, comprise the steps: at first to adopt flange bolt to lock two pylon outward flanges; Adopt a plurality of locking devices that two pylon outward flange outer rim secondaries are clamped again.
A kind of for the anti-cracking method of wind power tower outward flange junction plane as mentioned above, it is characterized in that: two jam plates and lock bolt are formed a locking device, a plurality of locking device circle distribution are along with pylon outward flange external diameter increases or reduces and increase or reduce the locking device number.
A kind of for the anti-cracking method of wind power tower outward flange junction plane as mentioned above, it is characterized in that: in advance in two pylon outward flange outer rim machined grooves, and then wherein a jam plate one end embeds in the groove of a pylon outward flange, another jam plate one end embeds in the groove of another pylon outward flange, two jam plates is linked to each other lock with lock bolt after end is fitted then.
A kind of for the anti-cracking method of wind power tower outward flange junction plane as mentioned above, it is characterized in that: along with pylon outward flange external diameter increases and increase jam plate circumferential width.
The present invention with respect to the beneficial effect of prior art is:
1, at first adopt flange bolt to lock two pylon outward flanges among the present invention; Adopt a plurality of locking devices that two pylon outward flange outer rim secondaries are clamped again, thereby two pylon outward flange outer rims are tightly fit together, can prevent pylon outward flange junction plane cracking so effectively, play the effect of safety protection.
2, two jam plates are formed a locking device with the lock bolt that firmly is connected two jam plates, locking device can adopt a plurality of, each locking device is along pylon outward flange circumference uniform distribution, two pylon outward flanges adopt prior art to connect locking by flange bolt earlier, further targetedly two pylon outward flange outer rims are reinforced the connection by method among the present invention again.
3, increase along with pylon outward flange external diameter and increase the locking device number and/or along with pylon outward flange external diameter increases and increase the jam plate circumferential width, further firm two pylon outward flange outer rims connect, effectively prevent wind power tower outward flange outside junction plane cracking.
[description of drawings]
Fig. 1 is two pylon outward flange linkage structure schematic representation among the present invention.
Fig. 2 is locking device and two pylon outward flange outer rim linkage structure schematic representation among the present invention.
Fig. 3 is locking device and two pylon outward flange outer rim linkage structure cut-away views among the present invention.
Fig. 4 is one of locking device perspective view among the present invention.
Fig. 5 be among the present invention the locking device perspective view two.
[embodiment]
As shown in Figure 1 to Figure 3, two pylon outward flanges 3 on tower tube barrel 1 and the tower tube barrel 5 are symmetrical arranged up and down.
A kind of for the anti-cracking method of wind power tower outward flange junction plane, comprise the steps: at first to adopt flange bolt 2 lockings two pylon outward flanges 3; Adopt a plurality of locking devices 4 that two pylon outward flange outer rim secondaries are clamped again.A plurality of locking device circle distribution are along with pylon outward flange external diameter increases or reduces and increase or reduce the locking device number; Along with pylon outward flange external diameter increases and increase jam plate circumferential width.
Locking device 4 as shown in Figure 4 and Figure 5, it is made up of jam plate 6, jam plate 8 and two lock bolts 7, jam plate 6 and jam plate 8 are symmetrical arranged up and down, jam plate 6 is provided with plane connecting end 61, jam plate 8 is provided with plane connecting end 81, plane connecting end 81, two lock bolts on the plane connecting end 61 applying jam plates 8 on the jam plate 6 tightly pass tight plane connecting end 61, the plane connecting end 81 of pinning behind the attachment hole on plane connecting end 61, the plane connecting end 81; Jam plate 6 is provided with the latch hook 62 that can embed in pylon outward flange 3 circumferential grooves, and jam plate 8 is provided with the latch hook 82 that can embed in another pylon outward flange 3 circumferential grooves.
Wherein, can to adopt lateral cross section be the arc section (not shown) of pylon outward flange arc edge of reclining for jam plate 6 and jam plate 8; It is that an end buckle the other end is the cross section structure on butt joint plane that jam plate 6 or jam plate 8 also can adopt the longitudinal cross-section.
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 (4)
1. one kind is used for the anti-cracking method of wind power tower outward flange junction plane, it is characterized in that comprising the steps: at first adopting flange bolt to lock two pylon outward flanges; Adopt a plurality of locking devices that two pylon outward flange outer rim secondaries are clamped again.
2. described a kind of for the anti-cracking method of wind power tower outward flange junction plane according to claim 1, it is characterized in that: two jam plates and lock bolt are formed a locking device, a plurality of locking device circle distribution are along with pylon outward flange external diameter increases or reduces and increase or reduce the locking device number.
3. described a kind of for the anti-cracking method of wind power tower outward flange junction plane according to claim 1, it is characterized in that: in advance in two pylon outward flange outer rim machined grooves, and then wherein a jam plate one end embeds in the groove of a pylon outward flange, another jam plate one end embeds in the groove of another pylon outward flange, two jam plates is linked to each other lock with lock bolt after end is fitted then.
4. according to claim 2 or 3 described a kind of for the anti-cracking method of wind power tower outward flange junction plane, it is characterized in that: along with pylon outward flange external diameter increases and increases the jam plate circumferential width.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101431984A CN103277260A (en) | 2013-04-23 | 2013-04-23 | Method for preventing wind power tower outer flange junction surface from cracking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101431984A CN103277260A (en) | 2013-04-23 | 2013-04-23 | Method for preventing wind power tower outer flange junction surface from cracking |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103277260A true CN103277260A (en) | 2013-09-04 |
Family
ID=49059860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013101431984A Pending CN103277260A (en) | 2013-04-23 | 2013-04-23 | Method for preventing wind power tower outer flange junction surface from cracking |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103277260A (en) |
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 (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JPH09189148A (en) * | 1996-01-10 | 1997-07-22 | Hitachi Zosen Corp | Double-shell tower structure |
| 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 |
-
2013
- 2013-04-23 CN CN2013101431984A patent/CN103277260A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JPH09189148A (en) * | 1996-01-10 | 1997-07-22 | Hitachi Zosen Corp | Double-shell tower structure |
| 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 |
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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10190571B2 (en) | Ring insert for a wind turbine rotor blade | |
| US20100126079A1 (en) | Wind power plant and a method for assembling the same | |
| CN103277260A (en) | Method for preventing wind power tower outer flange junction surface from cracking | |
| CN201679657U (en) | Equal-strength wind-power locking disc | |
| CN205423079U (en) | Tower drum of wind generating set and wind generating set | |
| CN106763249A (en) | A kind of assembly method of wind-power locking disc inner ring seam clip assembly device | |
| CN205064189U (en) | Firm equipment in wind generating set basis | |
| CN106567598A (en) | Electric pole assembly capable of being dismounted rapidly and assembling method thereof | |
| WO2011147481A3 (en) | Offshore foundation structure, offshore foundation and method of establishing the same | |
| CN103244656A (en) | Sun wheel axial fixing structure | |
| CN203272362U (en) | Locking structure for preventing joint surface of wind power tower frame external flanges from crazing | |
| CN204961605U (en) | Connection structure of integral key shaft and bead | |
| CN202323937U (en) | Rapid mechanical connector for prestressed concrete tubular pile | |
| CN204443366U (en) | The green house link that a kind of fastening width is adjustable | |
| CN103277268A (en) | Locking structure for preventing outer flange joint faces of wind power towers from cracking | |
| CN202945602U (en) | Tubular pile fast-connecting joint | |
| CN204253548U (en) | A kind of bolt of quick connection | |
| CN205329739U (en) | Wind -powered electricity generation field aerogenerator tower section of thick bamboo basis reinforcing apparatus | |
| CN202073719U (en) | Connecting flange in tower barrel | |
| CN103277259A (en) | Method for preventing inner flange joint faces of wind power towers from cracking | |
| CN204491846U (en) | The syndeton of H-shaped girder steel and steel pipe column | |
| CN204984744U (en) | Novel wind -powered electricity generation wheel hub owner shaft connecting structure | |
| CN210317592U (en) | Modularized blade of vertical axis wind turbine | |
| CN202073940U (en) | Wind power locking disc | |
| CN203272022U (en) | Structure for preventing joint surface of wind power tower frame internal flanges from crazing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130904 |