CN207333109U - A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower - Google Patents

A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower Download PDF

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Publication number
CN207333109U
CN207333109U CN201721395756.6U CN201721395756U CN207333109U CN 207333109 U CN207333109 U CN 207333109U CN 201721395756 U CN201721395756 U CN 201721395756U CN 207333109 U CN207333109 U CN 207333109U
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CN
China
Prior art keywords
steel pipe
tower
king
lattice
transition segment
Prior art date
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Active
Application number
CN201721395756.6U
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Chinese (zh)
Inventor
王同华
吕兆华
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.)
Qingdao Zhongtian Stro Technology Co Ltd
Architecture Design and Research Institute of Tongji University Group Co Ltd
Original Assignee
Qingdao Zhongtian Stro Technology Co Ltd
Architecture Design and Research Institute of Tongji University Group Co Ltd
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Publication date
Application filed by Qingdao Zhongtian Stro Technology Co Ltd, Architecture Design and Research Institute of Tongji University Group Co Ltd filed Critical Qingdao Zhongtian Stro Technology Co Ltd
Priority to CN201721395756.6U priority Critical patent/CN207333109U/en
Priority to EP18760920.1A priority patent/EP3450748B1/en
Priority to US16/309,005 priority patent/US10823150B2/en
Priority to ES18760920T priority patent/ES2924690T3/en
Priority to PCT/CN2018/077822 priority patent/WO2018157849A1/en
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Publication of CN207333109U publication Critical patent/CN207333109U/en
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

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  • Wind Motors (AREA)

Abstract

The utility model discloses a kind of wind power generation stepped steel pipe truss of lattice and the connection structure of tower, it is characterised in that is connected between steel pipe truss and tower by transition segment;The steel pipe truss has multiple steel pipe king-posts, and the upper end of each steel pipe king-post is provided with U-shaped groove, and the barrel of transition segment is inserted into U-shaped groove, and steel pipe king-post is fixedly connected with by butt weld;Hole is left in the bottom of U-shaped groove;Transition segment barrel is provided with semicircle groove between two steel pipe king-posts.The utility model simplifies tower and the connection mode of lattice tower, solves stress problem so that transition segment power transmission is direct, saves material.

Description

A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower
Technical field
It the utility model is related to wind power generation stepped technical field, and in particular to a kind of wind power generation stepped steel pipe purlin of lattice Frame and the connection structure of diameter fan tower.
Background technology
Wind generating technology takes up an area less, clean environment firendly, increasingly becomes state key development field without fuel.Wind-force Generate electricity pylon as generator supporting member, it is necessary to light and handy and firm, can guarantee that stronger bearing capacity, and take into account economy into This.
For lattice wind turbine tower, it is important to connect the transition segment of lattice steel pipe truss and blower fan tower barrel Structure, stress is big and concentrates, therefore in the design of lattice wind tower, the connection transition of steel pipe truss and blower fan tower barrel is lattice The difficult point of formula wind tower design.
Utility model content
The purpose of this utility model is to provide a kind of connection structure so that the type of attachment of lattice steel pipe truss and tower Simply, power transmission is direct.
The technical solution of the utility model is as follows:
The connection structure of a kind of wind power generation stepped steel pipe truss of lattice and tower, it is characterised in that in steel pipe truss It is connected between tower by transition segment;The steel pipe truss has multiple steel pipe king-posts, and the upper end of each steel pipe king-post is opened There is U-shaped groove, the barrel of transition segment is inserted into U-shaped groove, and steel pipe king-post is fixedly connected with by butt weld;In U-shaped groove Leave hole in bottom;Transition segment barrel is provided with semicircle groove between two steel pipe king-posts.
The steel pipe truss that the lattice of the utility model is wind power generation stepped includes steel pipe king-post, cross bar and brace, the steel Tower column has n roots, is connected in the horizontal direction by cross bar each other, and side is connected by brace, and composition cross section is positive n sides shape Steel construction Trellis tower mast, wherein n is integer more than or equal to 4, is preferably 4~8 integer.
In the lattice wind tower steel pipe truss of the utility model and the connection structure of tower, structure stress has been taken into full account Feature, is connected by lattice wind tower steel pipe truss with the plug-in type of major diameter tower, and under the U-shaped groove of steel pipe king-post Hole is left in end, and semicircle groove is designed in transition segment bottom, simplifies tower and the connection mode of lattice tower, Solves stress problem so that transition segment power transmission is direct, saves material.
Brief description of the drawings
Fig. 1 is the overall structure diagram for the lattice wind tower that the utility model embodiment provides;
Fig. 2 is the structure diagram that the king-post of steel pipe truss is connected with transition segment in embodiment;
Fig. 3 shows steel pipe truss king-post and transition segment barrel type of attachment in embodiment;
Fig. 4 shows the U-shaped groove form of steel pipe truss king-post in embodiment;
In figure:
1. tower;2. transition segment;3. Trellis tower mast;4. semicircle groove;5. steel pipe king-post;6. brace;7. cross bar;8. Hole;9. butt weld;10.U type grooves;11. transition segment barrel.
Embodiment
With reference to the accompanying drawings, by embodiment 1 to lattice wind tower steel pipe truss provided by the utility model and major diameter The plug-in connection of tower is described in detail.
As shown in Figure 1 is wind power generation stepped, including steel construction Trellis tower mast 3,1 and of tower that cross section is positive n sides shape Transition segment 2.Trellis tower mast 3 is the steel pipe truss being made of n root steel pipes king-post 5, cross bar 7 and brace 6, it is between tower 1 Connected by transition segment 2.Fig. 2 shows the connecting portion of steel pipe king-post 5 and transition segment 2.It is provided with the upper end of steel pipe king-post 5 U-shaped groove 10 (as shown in Figure 4), transition segment barrel 11 is inserted into the U-shaped groove 10, as shown in figure 3, steel pipe king-post 5 and mistake Cross section cylinder arm 11 to connect by butt weld 9, a hole 8 is left in the end of U-shaped groove 10.Transition segment 2 is in two steel pipe king-posts 5 Between be provided with semicircle groove 4 (see Fig. 2).
It is finally noted that the purpose for publicizing and implementing example is that help further understands the utility model, this area Technical staff should be recognized that:Do not departing from the utility model and appended spirit and scope by the claims, various replacements All it is possible with modification.Therefore, the utility model should not be limited to embodiment disclosure of that, its claimed scope The scope that claims of being subject to define.

Claims (3)

1. the connection structure of a kind of wind power generation stepped steel pipe truss of lattice and tower, it is characterised in that steel pipe truss with Connected between tower by transition segment;The steel pipe truss has multiple steel pipe king-posts, and the upper end of each steel pipe king-post is provided with U Shape groove, the barrel of transition segment are inserted into U-shaped groove, and steel pipe king-post is fixedly connected with by butt weld;In the lower end of U-shaped groove Leave hole in portion;Transition segment barrel is provided with semicircle groove between two steel pipe king-posts.
2. connection structure as claimed in claim 1, it is characterised in that the steel pipe truss include steel pipe king-post, cross bar and tiltedly Bar, the steel pipe king-post have n roots, are connected in the horizontal direction by cross bar each other, and side is connected by brace, form cross section For the steel construction Trellis tower mast of positive n sides shape, wherein n is the integer more than or equal to 4.
3. connection structure as claimed in claim 2, it is characterised in that n is 4~8 integer.
CN201721395756.6U 2017-03-03 2017-10-26 A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower Active CN207333109U (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
CN201721395756.6U CN207333109U (en) 2017-10-27 2017-10-26 A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower
EP18760920.1A EP3450748B1 (en) 2017-03-03 2018-03-02 Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower
US16/309,005 US10823150B2 (en) 2017-03-03 2018-03-02 Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure
ES18760920T ES2924690T3 (en) 2017-03-03 2018-03-02 Connection structure for steel tube truss and tower barrel of a lattice wind power generation tower
PCT/CN2018/077822 WO2018157849A1 (en) 2017-03-03 2018-03-02 Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721395756.6U CN207333109U (en) 2017-10-27 2017-10-26 A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower

Publications (1)

Publication Number Publication Date
CN207333109U true CN207333109U (en) 2018-05-08

Family

ID=62363524

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721395756.6U Active CN207333109U (en) 2017-03-03 2017-10-26 A kind of connection structure of the wind power generation stepped steel pipe truss of lattice and tower

Country Status (1)

Country Link
CN (1) CN207333109U (en)

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