CN104047296A - Triangular foundation land wind power tower foundation ring - Google Patents

Triangular foundation land wind power tower foundation ring Download PDF

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Publication number
CN104047296A
CN104047296A CN201410289253.5A CN201410289253A CN104047296A CN 104047296 A CN104047296 A CN 104047296A CN 201410289253 A CN201410289253 A CN 201410289253A CN 104047296 A CN104047296 A CN 104047296A
Authority
CN
China
Prior art keywords
welded
flange
tubing string
foundation
foundation ring
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
Application number
CN201410289253.5A
Other languages
Chinese (zh)
Inventor
崔志忠
杨洋
冯照周
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LIAONING DAJIN HEAVY INDUSTRY Co Ltd
Original Assignee
LIAONING DAJIN HEAVY INDUSTRY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by LIAONING DAJIN HEAVY INDUSTRY Co Ltd filed Critical LIAONING DAJIN HEAVY INDUSTRY Co Ltd
Priority to CN201410289253.5A priority Critical patent/CN104047296A/en
Publication of CN104047296A publication Critical patent/CN104047296A/en
Pending legal-status Critical Current

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Abstract

The invention belongs to wind power generation equipment, and particularly relates to a triangular foundation land wind power tower foundation ring. An upper foundation ring flange (4) is welded to a foundation ring body (5), three connecting arms (3) are welded to the outer circumference of the foundation ring body (5) respectively by 120 degrees in an evenly-distributed mode, pipe columns (2) are welded to the outer ends of the connecting arms (3) respectively, bottom pipe column flanges (1) are welded to the lower ends of the pipe columns (2), a plurality of bottom pipe column flange holes (1-1) are formed in the bottom pipe column flanges (1), the bottom pipe column flanges (1) are arranged on small prefabricated foundations (8), a plurality of anchor bolts (6) are implanted to the small prefabricated foundations (8) respectively, and the anchor bolts (6) penetrate through the corresponding bottom pipe column flange holes (1-1) respectively and are fastened through fastening nuts (7). According to the triangular foundation land wind power tower foundation ring, no large foundation pit needs to be dug on the scene, the force bearing area at the bottom of a tower is increased through the separated small prefabricated foundations, larger bending moment can be borne, and the force bearing situation of the independent pipe foundations is improved.

Description

Triangle basis land breeze electricity tower foundation ring
Technical field
The invention belongs to wind-power electricity generation equipment, particularly a kind of triangle basis land breeze electricity tower foundation ring.
Background technology
Wind-power electricity generation is the renewable energy resource of tool practicality potentiality in new forms of energy, wind power tower is one of wind-power electricity generation equipment chief component, managing tower wind power tower is generally comprised of discharge ring and three sections of shell rings, during construction by the Installation and Debugging of discharge ring part qualified rear with pouring concrete to basis, other shell ring is installed on top, and discharge ring adopts the tubular type the same with pylon, the discharge ring basis of tubular type is larger, stressed bad.
Summary of the invention
The object of the invention is to overcome above-mentioned technical deficiency, provide a kind of improvement stressed, can reduce manufacturing cost, be applicable to the triangle basis land breeze electricity tower foundation ring of higher wind power tower.
The technical scheme that technical solution problem of the present invention adopts is: triangle basis land breeze electricity tower foundation ring comprises discharge ring main body, discharge ring upper flange, linking arm, what be characterized in discharge ring main body is welded to connect above discharge ring upper flange, on discharge ring main body excircle, 120 spend uniform three linking arms that weld respectively, the external end head of linking arm is welded to connect respectively tubing string, the lower end of tubing string is welded to connect flange at the bottom of tubing string, at the bottom of tubing string, flange is provided with flange hole at the bottom of a plurality of tubing strings, at the bottom of tubing string, flange is contained in respectively on prefabricated little basis, on prefabricated little basis, implant respectively a plurality of crab-bolts, crab-bolt is installed on respectively at the bottom of corresponding tubing string in flange hole and locks with clamp nut.
The invention has the beneficial effects as follows: triangle basis land breeze electricity tower foundation ring not be used in the on-the-spot large-scale foundation pit that excavates, the load area of pylon bottom is strengthened on the prefabricated little basis of discrete, be conducive to bear bigger bending moment, improved independently tubular type basic stress situation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, with embodiment, illustrate.
Fig. 1 is triangle basis land breeze electricity tower foundation ring structure front view.
Fig. 2 is the top view of Fig. 1.
In figure, flange at the bottom of 1-tubing string; Flange hole at the bottom of 1-1-tubing string; 2-tubing string; 3-linking arm; 4-discharge ring upper flange; 5-discharge ring main body; 6-crab-bolt; 7-clamp nut; The prefabricated little basis of 8-.
The specific embodiment
Embodiment, with reference to accompanying drawing 1 ~ 2, the discharge ring main body 5 of triangle basis land breeze electricity tower foundation ring is welded to connect discharge ring upper flange 4 above, on main body 5 excircles of basis, 120 spend uniform three linking arms 3 that are welded to connect respectively, the external end head of linking arm 3 is welded to connect respectively tubing string 2, the lower end of tubing string 2 is welded to connect flange 1 at the bottom of tubing string, and at the bottom of tubing string, flange 1 is provided with flange hole 1-1 at the bottom of a plurality of tubing strings.At the bottom of tubing string, flange 1 is contained in respectively on prefabricated little basic 8, implants respectively a plurality of crab-bolts 6 on prefabricated little basic 8, and crab-bolt 6 is installed on respectively at the bottom of corresponding tubing string in flange hole 1-1 and with clamp nut 7 lockings.
The work progress of triangle basis land breeze electricity tower foundation ring is: in factory, discharge ring upper flange 4 is welded in discharge ring main body 5, again by three linking arms 3 respectively on the uniform excircle that is welded on discharge ring main body 5 of 120 degree, at the external end head welding tubing string 2 of each linking arm 3, at the bottom of the lower end welding tubing string of tubing string 2, after flange 1, transporting to job site.By the assembly of flange 1 at the bottom of discharge ring upper flange 4, discharge ring main body 5, linking arm 3, tubing string 2, tubing string with crane lifting on prefabricated little basic 8, crab-bolt 6 is installed on respectively at the bottom of corresponding tubing string in flange hole 1-1, then with clamp nut 7, is locked.

Claims (1)

1. triangle basis land breeze electricity tower foundation ring, comprise discharge ring main body (5), discharge ring upper flange (4), linking arm (3), what it is characterized in that discharge ring main body (5) is welded to connect above discharge ring upper flange (4), uniform three linking arms (3) that weld respectively of 120 degree on discharge ring main body (5) excircle, the external end head of linking arm (3) is welded to connect respectively tubing string (2), the lower end of tubing string (2) is welded to connect flange (1) at the bottom of tubing string, flange at the bottom of tubing string (1) is provided with flange hole (1-1) at the bottom of a plurality of tubing strings, flange at the bottom of tubing string (1) is contained in respectively on prefabricated little basis (8), on prefabricated little basis (8), implant respectively a plurality of crab-bolts (6), crab-bolt (6) is installed on respectively at the bottom of corresponding tubing string in flange hole (1-1) and with clamp nut (7) locking.
CN201410289253.5A 2014-06-26 2014-06-26 Triangular foundation land wind power tower foundation ring Pending CN104047296A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410289253.5A CN104047296A (en) 2014-06-26 2014-06-26 Triangular foundation land wind power tower foundation ring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410289253.5A CN104047296A (en) 2014-06-26 2014-06-26 Triangular foundation land wind power tower foundation ring

Publications (1)

Publication Number Publication Date
CN104047296A true CN104047296A (en) 2014-09-17

Family

ID=51500667

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410289253.5A Pending CN104047296A (en) 2014-06-26 2014-06-26 Triangular foundation land wind power tower foundation ring

Country Status (1)

Country Link
CN (1) CN104047296A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1876093A1 (en) * 2006-07-07 2008-01-09 Arcadis Consult GmbH Floating offshore foundation and method for producing the same
DE202012100448U1 (en) * 2012-02-09 2012-02-17 Kgw Schweriner Maschinen- Und Anlagenbau Gmbh Steel tower for wind turbines
CN202247928U (en) * 2011-08-31 2012-05-30 中国水电顾问集团华东勘测设计研究院 Multi-pile gantry type marine wind turbine generator system base structure
CN102562490A (en) * 2010-12-07 2012-07-11 通用电气公司 Wind turbine tower assembly and method for assembling the same
JP2013040566A (en) * 2011-08-11 2013-02-28 Enedream Co Ltd Stress dispersing type supporting pillar tower for wind power generator
EP2036815B1 (en) * 2007-09-12 2013-05-01 WeserWind GmbH Method for installing and de-installing a foundation structure, foundation structure and lifting body
CN203977444U (en) * 2014-06-26 2014-12-03 辽宁大金重工股份有限公司 Triangle basis land breeze electricity tower foundation ring

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1876093A1 (en) * 2006-07-07 2008-01-09 Arcadis Consult GmbH Floating offshore foundation and method for producing the same
EP2036815B1 (en) * 2007-09-12 2013-05-01 WeserWind GmbH Method for installing and de-installing a foundation structure, foundation structure and lifting body
CN102562490A (en) * 2010-12-07 2012-07-11 通用电气公司 Wind turbine tower assembly and method for assembling the same
JP2013040566A (en) * 2011-08-11 2013-02-28 Enedream Co Ltd Stress dispersing type supporting pillar tower for wind power generator
CN202247928U (en) * 2011-08-31 2012-05-30 中国水电顾问集团华东勘测设计研究院 Multi-pile gantry type marine wind turbine generator system base structure
DE202012100448U1 (en) * 2012-02-09 2012-02-17 Kgw Schweriner Maschinen- Und Anlagenbau Gmbh Steel tower for wind turbines
CN203977444U (en) * 2014-06-26 2014-12-03 辽宁大金重工股份有限公司 Triangle basis land breeze electricity tower foundation ring

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Application publication date: 20140917