CN208396867U - A kind of hollow type Wind turbines basis that ring beam is set - Google Patents

A kind of hollow type Wind turbines basis that ring beam is set Download PDF

Info

Publication number
CN208396867U
CN208396867U CN201820305228.5U CN201820305228U CN208396867U CN 208396867 U CN208396867 U CN 208396867U CN 201820305228 U CN201820305228 U CN 201820305228U CN 208396867 U CN208396867 U CN 208396867U
Authority
CN
China
Prior art keywords
ring beam
basis
wind turbines
plate
hollow type
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.)
Active
Application number
CN201820305228.5U
Other languages
Chinese (zh)
Inventor
黄春林
汤群益
孙杏建
张栋梁
俞华锋
楼巍
王飞
李天昊
陶安
金俊武
苏杭
孙震洲
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.)
PowerChina Huadong Engineering Corp Ltd
Original Assignee
PowerChina Huadong Engineering Corp 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 PowerChina Huadong Engineering Corp Ltd filed Critical PowerChina Huadong Engineering Corp Ltd
Priority to CN201820305228.5U priority Critical patent/CN208396867U/en
Application granted granted Critical
Publication of CN208396867U publication Critical patent/CN208396867U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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

Landscapes

  • Wind Motors (AREA)

Abstract

The utility model provides a kind of hollow type Wind turbines basis that ring beam is arranged, including ring beam, spread foundation plate, lower plate, concrete foundation bed course, upper sealing plate, annular haunch, prestress wire, the prestress wire is for pylon to be connected with basis;The hollow type Wind turbines foundation structure is followed successively by concrete foundation bed course, lower plate, spread foundation plate, ring beam from the bottom to top, and upper sealing plate is located at the top on the basis and is connected with ring beam;It is connected by annular haunch with concrete tower at the top of ring beam;The inside on the basis is equipped with " convex " shape cavity, and upper sealing plate is arranged into people's access opening.The structure design of the utility model is reasonable, resistance to capsizing is strong, is connected firmly, it can be achieved that high-power wind turbine crew base and the reasonable of pylon are fastenedly connected.

Description

A kind of hollow type Wind turbines basis that ring beam is set
Technical field
The utility model belongs to wind power engineering field, and in particular to a kind of hollow type Wind turbines base that ring beam is arranged Plinth.
Background technique
China's wind power foundation mainly uses reinforced concrete spread foundation at present, generallys use anchor bolt structure for blower Basis is connect with tower.But with the fast development of China's wind-powered electricity generation industry, China's wind power generating set is intended to high-power at present Change and altitude development, prestressed concrete-steel cylinder hybrid wind power generation pylon are able to satisfy large-scale wind electricity machine unit hub due to it The requirement of height and rigidity, obtains extensive concern in wind-powered electricity generation field.Traditional anchor bolts formula basis resistance to capsizing is insufficient, basis With the globality poor of tower, the case where being likely to occur basic Inclining destruction in extreme operating condition;In addition, this type of attachment is in week The effect of phase property environmental load is lower to be easy to loosen, and results even in the fatigue rupture of anchor bolt structure, is unable to satisfy Wind turbines to big The requirement of type and altitude development.
Utility model content
The purpose of this utility model is in view of the above problems, to provide a kind of reasonable in design, resistance to capsizing By force, the Wind turbines spread foundation being connected firmly is, it can be achieved that high-power wind turbine crew base and the reasonable of pylon are fastenedly connected.For This, the utility model uses following technical scheme:
A kind of hollow type Wind turbines basis that ring beam is set, it is characterised in that: including ring beam, spread foundation plate, bottom Plate, concrete foundation bed course, upper sealing plate, annular haunch, prestress wire, the prestress wire are used for pylon and wind Electric crew base is connected;
The hollow type Wind turbines foundation structure is followed successively by concrete foundation bed course, lower plate, extension base from the bottom to top Plinth plate, ring beam, upper sealing plate are located at the top on the basis and are connected with ring beam;Pass through annular haunch and concrete towers at the top of ring beam Cylinder is connected;
The inside on the basis is equipped with " convex " shape cavity, and upper sealing plate is arranged into people's access opening.
Further, it is in hollow disc shape that the basis is whole.
Further, hollow type Wind turbines basis, in ring beam internal reservation steel strand wires poling, and pre-buried steel strand wires Lower anchor slab;
Further, the axis vertical take-off of lower anchor slab and steel strand wires, after tower hoisting is in place, by steel strand wires by pylon and base Plinth is connected, and the cavity inside on basis implements tensioning preload to steel strand wires, and passes through tapered end for steel strand anchoring to ring beam Bottom.
The beneficial effects of the utility model are:
(1) the utility model proposes a kind of setting ring beam hollow type Wind turbines basis, it is reasonable in design, anti- Ability of toppling is strong, is connected firmly, it can be achieved that high-power wind turbine crew base and the reasonable of pylon are fastenedly connected.
(2) pylon and blower foundation are connected by prestress wire component, tower frame for wind generating set can be made generally in pre- Pressure condition greatly improves tensile strength, resistance to capsizing and the stability of tower.
(3) basic construction is convenient for setting cavity, so as to the stretch-draw anchor of steel strand wires, to effectively prevent passing through tower Tensioning bring high altitude operation risk in top is also convenient for the operation such as subsequent supplement tensioning of equipment O&M, steel strand wires.
Detailed description of the invention
Fig. 1 is the fan foundation structure elevation of the utility model.
Fig. 2 is the fan foundation structure top view of the utility model.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
As shown in Fig. 1 ~ Fig. 2, a kind of hollow type Wind turbines basis that ring beam is set, including ring beam 1, spread foundation plate 2, Lower plate 3, concrete foundation bed course 11, upper sealing plate 4, haunch 12, prestress wire 6, lower anchor slab 9 and tapered end 7, the blower It is basic whole in hollow disc shape."convex" shaped cavity is set in the blower foundation, on the one hand convenient for equipment placement and artificial fortune Dimension, on the other hand convenient for the stretch-draw anchor of steel strand wires 6 to effectively prevent through tower top tensioning bring high altitude operation Risk.
The hollow type Wind turbines basis of the setting ring beam is constructed using cast-in-place mode, and strength grade of concrete exists Between C40 ~ C45, foundation bottom is laid with concrete foundation bed course 11, and spread foundation plate 2 is in trapezoidal shape, is guaranteeing underlying strength Under the premise of increase earthing amount, promote the resistance to capsizing of tower frame for wind generating set.Basic ring beam internal reservation steel strand wires poling 8, and Pre-buried steel strand wires cast anchor plate 9, and lower anchor slab is rectangular steel plates, guarantee the axis vertical take-off of anchor slab 9 and steel strand wires when pre-buried.Upper sealing plate 4 Circular hole is arranged into people channel 10 in center, enters basic cavity inside convenient for personnel.
Concrete tower 5 passes through annular haunch 12 and is connected with basic ring beam 1;It, will by steel strand wires 6 after tower hoisting is in place Pylon is connected with basis, implements tensioning preload to steel strand wires in basic cavity inside, by tapered end 7 by steel strand anchoring to basis On the lower anchor slab 9 of ring beam bottom.By prestress wire 6 to structure stretch-draw anchor after so that tower frame for wind generating set is integrally located In preloading condition, tensile strength, resistance to capsizing and the stability of tower are greatly improved.
Above embodiments are only a kind of more excellent technical solution of the utility model, it will be understood by those of skill in the art that In the case where not departing from the principles of the present invention and essential situation can in embodiment technical solution or parameter modify or Person's replacement, should be covered within the scope of the utility model.

Claims (3)

1. a kind of hollow type Wind turbines basis that ring beam is arranged, it is characterised in that: including ring beam, spread foundation plate, lower plate, Concrete foundation bed course, upper sealing plate, annular haunch, prestress wire, the prestress wire are used for pylon and wind-powered electricity generation Crew base is connected;
The hollow type Wind turbines foundation structure be followed successively by from the bottom to top concrete foundation bed course, lower plate, spread foundation plate, Ring beam, upper sealing plate are located at the top on the basis and are connected with ring beam;Pass through annular haunch and concrete tower phase at the top of ring beam Even;
The inside on the basis is equipped with " convex " shape cavity, and upper sealing plate is arranged into people's access opening.
2. a kind of hollow type Wind turbines basis that ring beam is arranged according to claim 1, it is characterised in that: the basis Whole is in hollow disc shape.
3. a kind of hollow type Wind turbines basis that ring beam is arranged according to claim 1, it is characterised in that: described hollow Formula Wind turbines basis, in ring beam internal reservation steel strand wires poling, and pre-buried steel strand wires cast anchor plate.
CN201820305228.5U 2018-03-06 2018-03-06 A kind of hollow type Wind turbines basis that ring beam is set Active CN208396867U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820305228.5U CN208396867U (en) 2018-03-06 2018-03-06 A kind of hollow type Wind turbines basis that ring beam is set

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820305228.5U CN208396867U (en) 2018-03-06 2018-03-06 A kind of hollow type Wind turbines basis that ring beam is set

Publications (1)

Publication Number Publication Date
CN208396867U true CN208396867U (en) 2019-01-18

Family

ID=65064409

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820305228.5U Active CN208396867U (en) 2018-03-06 2018-03-06 A kind of hollow type Wind turbines basis that ring beam is set

Country Status (1)

Country Link
CN (1) CN208396867U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111810364A (en) * 2020-06-15 2020-10-23 中国电建集团华东勘测设计研究院有限公司 Gear reinforced hollow fan foundation structure for wind generating set tower cylinder

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111810364A (en) * 2020-06-15 2020-10-23 中国电建集团华东勘测设计研究院有限公司 Gear reinforced hollow fan foundation structure for wind generating set tower cylinder
CN111810364B (en) * 2020-06-15 2021-11-19 中国电建集团华东勘测设计研究院有限公司 Gear reinforced hollow fan foundation structure for wind generating set tower cylinder

Similar Documents

Publication Publication Date Title
US8307593B2 (en) Tower with adapter section
EP2402529A2 (en) Tower with tensioning cables
CN206917805U (en) The antifatigue combination steel construction wind tower of omnidirectional's prestressing force
CN106321367A (en) Cable-stayed prestressed steel and concrete combined type fan tower
US20180258604A1 (en) Wind turbine
CN103132766A (en) Truss for lifting power transmission line tower connecting leg and erection method
CN218597202U (en) Bearing platform foundation and wind power tower cylinder
CN208396867U (en) A kind of hollow type Wind turbines basis that ring beam is set
CN105909477B (en) A kind of transition section structure of connection steel tower tube and prestressed concrete tower cylinder
CN203548071U (en) Steel concrete composite structured tower
CN208252281U (en) A kind of wind power generating set steel reinforced concrete pylon
CN206667891U (en) A kind of safe concurrent
CN206971260U (en) High-strength anchor bolt sub-assembly fixed system
CN114775676A (en) Reconstruction method and application suitable for built old wind power plant fan foundation
CN205036512U (en) Prestressed concrete wind -powered electricity generation pylon system
CN208430522U (en) The blower foundation of steel truss structure
CN208219689U (en) Prefabricated components concrete tower fan foundation structure
CN208686521U (en) A kind of pylon steel strand wires wire installation
CN203175134U (en) Truss used for lifting electric transmission line tower connecting legs
CN202031370U (en) Concrete-steel structure composite wind power tower
CN106121931A (en) A kind of replaceable prestress anchorage cable blower foundation for high-power wind turbine unit
CN207777087U (en) A kind of wind-power generating unit tower
CN205936983U (en) A external prestress concrete tower section of thick bamboo
CN213450689U (en) Hollow wind power bearing platform with reinforced bottom beam
CN204024188U (en) A kind of concrete pylon external prestressing anchor Shu Pingheng screw stretching anchor device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant