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CN103277261A - An anti-cracking structure for the joint surface of the inner flange of the wind power tower - Google Patents

An anti-cracking structure for the joint surface of the inner flange of the wind power tower Download PDF

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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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China
Prior art keywords
tower
wedge
inner flanges
arc
towers
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Pending
Application number
CN2013101432760A
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Chinese (zh)
Inventor
田振亚
邹荔兵
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GUANGDONG MINGYANG WIND POWER INDUSTRY GROUP CO LTD
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GUANGDONG MINGYANG WIND POWER INDUSTRY GROUP CO LTD
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Priority to CN2013101432760A priority Critical patent/CN103277261A/en
Publication of CN103277261A publication Critical patent/CN103277261A/en
Pending legal-status Critical Current

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    • Y02E10/722

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Abstract

The invention discloses an anti-cracking structure for a flange joint surface in a wind power tower, which comprises two tower inner flanges connected with the cylinder walls of the two towers, wherein the two tower inner flanges are locked by a plurality of flange bolts, inclined grooves are respectively formed on the inner sides of the two tower inner flanges near the surfaces, which are mutually attached, of the two tower inner flanges, and the inclined grooves on the two tower inner flanges are mutually close to form a wedge-shaped groove; an arc wedge is inserted into the wedge-shaped groove, and the upper side and the lower side of the arc wedge are attached to the two sides of the wedge-shaped groove; two ends of a locking long arc plate are respectively connected with the two tower inner flanges through locking bolts, and the locking long arc plate is pressed against the outer ends of the arc wedges. The invention aims to provide a structure for preventing a flange joint surface in a wind power tower from cracking, which can effectively prevent the flange joint surface in the tower from cracking and plays a role in safety protection.

Description

一种风电塔架内法兰结合面防开裂结构An anti-cracking structure for the joint surface of the inner flange of the wind power tower

【技术领域】【Technical field】

本发明涉及一种风电塔架内法兰结合面防开裂结构,属于风力发电领域。The invention relates to an anti-cracking structure of an inner flange joint surface of a wind power tower, which belongs to the field of wind power generation.

【背景技术】【Background technique】

传统的风电塔架内法兰多为“L”形结构,法兰只是单一地通过法兰螺栓联接。在实际的使用过程中,由于外载荷的作用极容易导致内法兰结合面开裂,致使法兰螺栓结构的联接强度降低,具有很高的风险性。The inner flanges of traditional wind power towers are mostly "L"-shaped structures, and the flanges are only connected by flange bolts. In the actual use process, due to the action of the external load, the joint surface of the inner flange is easily cracked, resulting in the reduction of the connection strength of the flange bolt structure, which has a high risk.

【发明内容】【Content of invention】

本发明的目的在于克服目前法兰接合面容易开裂的不足,提供一种风电塔架内法兰结合面防开裂结构,该结构可以有效地防止塔架内法兰结合面开裂,起到安全保护的作用。The purpose of the present invention is to overcome the deficiency that the flange joint surface is easy to crack at present, and provide an anti-cracking structure of the flange joint surface in the wind power tower, which can effectively prevent the cracking of the flange joint surface in the tower, and provide safety protection role.

本发明采用了下述技术方案:The present invention adopts following technical scheme:

一种风电塔架内法兰结合面防开裂结构,包括连接两塔架筒壁的两塔架内法兰,两塔架内法兰之间通过多个法兰螺栓锁紧,在靠近两塔架内法兰相互贴合的表面,两塔架内法兰内侧分别开有斜坡口,两塔架内法兰上的斜坡口相互靠近形成一个楔形槽;一弧形楔插入该楔形槽内,弧形楔上、下侧贴合楔形槽两侧;一防松长弧板两端分别通过防松螺栓与两塔架内法兰相连且防松长弧板顶压在弧形楔外端。An anti-cracking structure for the inner flange joint surface of a wind power tower, including two tower inner flanges connecting the two tower walls, the inner flanges of the two towers are locked by a plurality of flange bolts, and the inner flanges of the two towers are locked. On the surface where the inner flanges of the frame are attached to each other, there are slope openings on the inner sides of the inner flanges of the two tower frames, and the slope openings on the inner flanges of the two tower frames are close to each other to form a wedge-shaped groove; an arc-shaped wedge is inserted into the wedge-shaped groove, The upper and lower sides of the arc-shaped wedge fit on both sides of the wedge-shaped groove; the two ends of an anti-loosening long arc plate are respectively connected to the inner flanges of the two towers through anti-loosening bolts, and the anti-loosening long arc plate is pressed against the outer end of the arc-shaped wedge.

如上所述一种风电塔架内法兰结合面防开裂结构,其特征在于:在靠近两塔架内法兰相互贴合的表面内侧预留有凸台,凸台与其所在塔架内法兰内缘折边之间形成卡槽,两短弧板分别卡在上、下两塔架内法兰上的卡槽内,防松长弧板上、下端分别通过防松螺栓与两短弧板锁紧。The anti-cracking structure of the joint surface of the inner flange of the wind power tower as described above is characterized in that: a boss is reserved on the inner side of the surface close to the inner flanges of the two towers, and the boss and the inner flange of the tower where it is located A slot is formed between the inner flanges, and the two short-arc plates are respectively clamped in the slots on the inner flanges of the upper and lower tower frames. lock tight.

如上所述一种风电塔架内法兰结合面防开裂结构,其特征在于:两短弧板、防松长弧板、弧形楔和连接短弧板、防松长弧板的防松螺栓组成一个防开裂装置,防开裂装置可采用多个,各防开裂装置沿塔架内法兰内圆周均布。The anti-cracking structure of the joint surface of the inner flange of the wind power tower is characterized in that: two short-arc plates, anti-loosening long-arc plates, arc-shaped wedges, and anti-loosening bolts connecting the short-arc plates and anti-loosening long-arc plates To form an anti-cracking device, multiple anti-cracking devices can be used, and each anti-cracking device is evenly distributed along the inner circumference of the inner flange of the tower.

本发明相对于现有技术的有益效果是:The beneficial effect of the present invention relative to prior art is:

1、本发明可通过预紧防松螺栓,防松长弧板把防松抗力施加给弧形楔,然后由弧形楔把防松抗力传递给两塔架内法兰,从而达到塔架内法兰结合面防开裂的目的,结构简单,使用方便。1. The invention can apply the anti-loosening resistance to the arc wedge by pre-tightening the anti-loosening bolt and the anti-loosening long arc plate, and then the anti-loosening resistance is transmitted to the inner flanges of the two towers by the arc wedge, so as to reach the inner flange of the tower. The purpose of anti-cracking of the flange joint surface is simple in structure and easy to use.

2、可根据塔架内法兰大小来增加或减少短弧板、防松长弧板的周向宽度,进一步两塔架内法兰防止结合面开裂,起到安全保护的作用。2. The circumferential width of the short-arc plate and the anti-loosening long-arc plate can be increased or decreased according to the size of the inner flange of the tower, and the inner flanges of the two towers can prevent cracking of the joint surface and play a role of safety protection.

【附图说明】【Description of drawings】

图1是本发明中两塔架内法兰连接结构示意图。Fig. 1 is a schematic diagram of the inner flange connection structure of two towers in the present invention.

图2是本发明中防开裂装置与两塔架内法兰连接结构示意图。Fig. 2 is a schematic diagram of the connection structure between the anti-cracking device and the inner flanges of the two towers in the present invention.

图3是本发明中防开裂装置与两塔架内法兰连接结构剖示图。Fig. 3 is a sectional view of the connection structure between the anti-cracking device and the inner flanges of the two towers in the present invention.

图4是本发明中防开裂装置立体结构示意图。Fig. 4 is a schematic diagram of the three-dimensional structure of the anti-cracking device in the present invention.

图5是本发明中弧形楔立体结构示意图。Fig. 5 is a schematic diagram of the three-dimensional structure of the arc wedge in the present invention.

【具体实施方式】【Detailed ways】

如图1图5所示,As shown in Figure 1 and Figure 5,

一种风电塔架内法兰结合面防开裂结构,包括连接塔架筒壁6和塔架筒壁9的两塔架内法兰8,两塔架内法兰8之间通过多个法兰螺栓7锁紧,在靠近两塔架内法兰8相互贴合的表面,两塔架内法兰8内侧分别开有斜坡口,两塔架内法兰上的斜坡口相互靠近形成一个楔形槽10;一弧形楔5插入该楔形槽10内,弧形楔5上、下侧贴合楔形槽10两侧;一防松长弧板4两端分别通过防松螺栓3与两塔架内法兰8相连且防松长弧板4顶压在弧形楔5外端。An anti-cracking structure for the joint surface of the inner flange of a wind power tower, comprising two tower inner flanges 8 connecting the tower tube wall 6 and the tower tube wall 9, and a plurality of flanges passing between the two tower inner flanges 8 The bolts 7 are locked, and on the surfaces where the inner flanges 8 of the two towers are attached to each other, there are slopes on the inner sides of the inner flanges 8 of the two towers, and the slopes on the inner flanges of the two towers are close to each other to form a wedge-shaped groove 10. An arc-shaped wedge 5 is inserted into the wedge-shaped groove 10, and the upper and lower sides of the arc-shaped wedge 5 fit on both sides of the wedge-shaped groove 10; The flange 8 is connected and the anti-loosening long arc plate 4 is pressed against the outer end of the arc wedge 5 .

其中,在靠近两塔架内法兰8相互贴合的表面内侧预留有凸台11,凸台11与其所在塔架内法兰8内缘折边之间形成卡槽,两短弧板2分别卡在上、下两塔架内法兰8上的卡槽内,防松长弧板4上、下端分别通过防松螺栓3与两短弧板2锁紧,从而实现防松长弧板4与两塔架内法兰8锁紧连接。Wherein, a boss 11 is reserved on the inner side of the surface close to the two tower inner flanges 8, and a card slot is formed between the boss 11 and the inner flange of the inner flange 8 of the tower where the two short arc plates 2 The upper and lower ends of the anti-loosening long-arc plate 4 are locked respectively by the anti-loosening bolt 3 and the two short-arc plates 2, so as to realize the anti-loosening long-arc plate 4 is locked and connected with the inner flanges 8 of the two towers.

本发明的工作原理是:通过预紧防松螺栓3,防松长弧板4把防松抗力施加给弧形楔5,然后由弧形楔5把防松抗力传递给两塔架内法兰8,使得两塔架内法兰8之间牢固连接不松动从而达到塔架内法兰8结合面防开裂的目的。The working principle of the present invention is: by pre-tightening the anti-loosening bolt 3, the anti-loosening long arc plate 4 applies the anti-loosening resistance to the arc wedge 5, and then the anti-loosening resistance is transmitted to the inner flanges of the two towers by the arc wedge 5 8, so that the firm connection between the inner flanges 8 of the two towers is not loose, so as to achieve the purpose of preventing cracking of the joint surface of the inner flanges 8 of the towers.

进一步改进:两短弧板2、防松长弧板4、弧形楔5和连接短弧板2、防松长弧板4的防松螺栓3组成一个防开裂装置1(见图1和图4、图5),防开裂装置1有多个,各防开裂装置1沿塔架内法兰8内圆周均布。Further improvement: two short-arc plates 2, anti-loosening long-arc plates 4, arc wedges 5 and anti-loosening bolts 3 connecting the short-arc plates 2 and anti-loosening long-arc plates 4 form an anti-cracking device 1 (see Fig. 1 and Fig. 4. As shown in Figure 5), there are multiple anti-cracking devices 1, and each anti-cracking device 1 is evenly distributed along the inner circumference of the inner flange 8 of the tower.

实际使用时,可根据塔架内法兰8大小来增加或减少防开裂装置1个数或根据塔架内法兰8大小来增加或减少短弧板2、防松长弧板4的周向宽度。In actual use, the number of anti-cracking devices 1 can be increased or decreased according to the size of the inner flange 8 of the tower, or the circumference of the short arc plate 2 and the anti-loose long arc plate 4 can be increased or decreased according to the size of the inner flange 8 of the tower width.

上述实施例子为本发明较佳的实施例子,但本发明的实施方式并不受上述实施例子的限制,其他的任何未背离本发明精神实质与原理下所作的改变、装饰、替代、组合或简化均应为等效的置换方式,都包含在本发明的保护范围内。The above-mentioned implementation examples are preferred implementation examples of the present invention, but the embodiments of the present invention are not limited by the above-mentioned implementation examples, and any other changes, decorations, substitutions, combinations or simplifications that do not deviate from the spirit and principles of the present invention All should be equivalent replacement methods, and all are included in the protection scope of the present invention.

Claims (3)

1.一种风电塔架内法兰结合面防开裂结构,包括连接两塔架筒壁的两塔架内法兰,两塔架内法兰之间通过多个法兰螺栓锁紧,其特征在于:在靠近两塔架内法兰相互贴合的表面,两塔架内法兰内侧分别开有斜坡口,两塔架内法兰上的斜坡口相互靠近形成一个楔形槽;一弧形楔插入该楔形槽内,弧形楔上、下侧贴合楔形槽两侧;一防松长弧板两端分别通过防松螺栓与两塔架内法兰相连且防松长弧板顶压在弧形楔外端。1. An anti-cracking structure for the joint surface of the inner flange of a wind power tower, including two tower inner flanges connecting the two tower walls, the inner flanges of the two towers are locked by a plurality of flange bolts, and its characteristics It is that: near the surface where the inner flanges of the two towers are attached to each other, there are slopes on the inner sides of the inner flanges of the two towers, and the slopes on the inner flanges of the two towers are close to each other to form a wedge-shaped groove; an arc-shaped wedge Inserted into the wedge-shaped groove, the upper and lower sides of the arc-shaped wedge fit on both sides of the wedge-shaped groove; the two ends of a long anti-loose arc plate are respectively connected to the inner flanges of the two towers through anti-loosening bolts, and the long anti-loose arc plate is pressed against the Curved wedge outer end. 2.根据权利要求1所述一种风电塔架内法兰结合面防开裂结构,其特征在于:在靠近两塔架内法兰相互贴合的表面内侧预留有凸台,凸台与其所在塔架内法兰内缘折边之间形成卡槽,两短弧板分别卡在上、下两塔架内法兰上的卡槽内,防松长弧板上、下端分别通过防松螺栓与两短弧板锁紧。2. According to claim 1, an anti-cracking structure for the joint surface of the inner flanges of the wind power tower, it is characterized in that: a boss is reserved on the inner side of the surface close to the inner flanges of the two towers, and the boss and its location A card slot is formed between the inner edge flanges of the tower inner flange, and the two short arc plates are respectively locked in the card slots on the upper and lower tower inner flanges, and the anti-loose long arc plate and the lower end are passed through the anti-loosening bolts respectively. Lock with two short arc plates. 3.根据权利要求2所述一种风电塔架内法兰结合面防开裂结构,其特征在于:两短弧板、防松长弧板、弧形楔和连接短弧板、防松长弧板的防松螺栓组成一个防开裂装置,防开裂装置可采用多个,各防开裂装置沿塔架内法兰内圆周均布。3. According to claim 2, a kind of anti-cracking structure of the inner flange joint surface of the wind power tower is characterized in that: two short arc plates, anti-loosening long arc plates, arc wedges and connecting short arc plates, anti-loosening long arc plates The anti-loosening bolts of the plate form an anti-cracking device, and multiple anti-cracking devices can be used, and each anti-cracking device is evenly distributed along the inner circumference of the inner flange of the tower.
CN2013101432760A 2013-04-23 2013-04-23 An anti-cracking structure for the joint surface of the inner flange of the wind power tower Pending CN103277261A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (8)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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