CN205369291U - High -power offshore wind power generation unit single pile basis integrated form annex mechanism - Google Patents

High -power offshore wind power generation unit single pile basis integrated form annex mechanism Download PDF

Info

Publication number
CN205369291U
CN205369291U CN201521023758.3U CN201521023758U CN205369291U CN 205369291 U CN205369291 U CN 205369291U CN 201521023758 U CN201521023758 U CN 201521023758U CN 205369291 U CN205369291 U CN 205369291U
Authority
CN
China
Prior art keywords
collar tie
tie beam
iii
cat ladder
collar
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
CN201521023758.3U
Other languages
Chinese (zh)
Inventor
钱爱明
姚花海
许成辰
沈秋洁
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.)
Jiangsu Haili Wind Power Equipment Technology Co., Ltd.
Original Assignee
JIANGSU HAILI POWER EQUIPMENT TECHNOLOGY 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 JIANGSU HAILI POWER EQUIPMENT TECHNOLOGY CO LTD filed Critical JIANGSU HAILI POWER EQUIPMENT TECHNOLOGY CO LTD
Priority to CN201521023758.3U priority Critical patent/CN205369291U/en
Application granted granted Critical
Publication of CN205369291U publication Critical patent/CN205369291U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Wind Motors (AREA)

Abstract

The utility model discloses a high -power offshore wind power generation unit single pile basis integrated form annex mechanism, its including lower cat ladder, go up cat ladder, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV down set gradually from last, collar tie beam I passes through a plurality of I fixed connection on the stand with II collar tie beams, collar tie beam II passes through a plurality of II fixed connection on the stand with III collar tie beams, collar tie beam III passes through a plurality of III fixed connection on the stand with IV collar tie beams, be fixed with a plurality of stands IV on the collar tie beam I, the top of stand IV is provided with outer platform subassembly, down the cat ladder is fixed on collar tie beam I, collar tie beam II and collar tie beam III, it is connected with lower cat ladder with outer platform subassembly fixed connection, the other end to go up the one end of cat ladder. The utility model discloses a together integrated with each annex, the integral hoisting of not only being convenient for shortens the marine hoist and mount cycle, but also is favorable to strengthening annex structural strength, reduces overall cost.

Description

A kind of high-power offshore wind turbine single-pile foundation integrated form attachment mechanism
Technical field
This utility model relates to a kind of baseset accepted way of doing sth attachment mechanism, specifically, relates to a kind of high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, belongs to offshore wind energy plant field.
Background technology
Developing of wind energy has very long history.In recent years, Oversea wind power generation is subject to the great attention of countries in the world government, energy circle and environmental protection circle as reproducible clean energy resource.The various adnexaes of conventional wind power generating set single-pile foundation are all independent design, making, installation, marine site operation cycle and cost are all huger, the development progress demand of present offshore wind farm can not be met, so that a kind of new technical scheme solves above-mentioned technical problem.
Utility model content
The purpose of this utility model is to provide a kind of high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, and this mechanism is by by integrated for each adnexa, being conducive to reinforcing armature structural strength and shorten the offshore lifting cycle, reducing overall cost;Each accessory structure optimization, is required to meet design and operational requirement in safety, quality etc. simultaneously.
The technical solution adopted in the utility model is:
A kind of high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, it includes lower cat ladder, upper cat ladder, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV, described collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV set gradually from top to bottom, connect by some root posts I are fixing between described collar tie beam I and collar tie beam II, connect by some root posts II are fixing between described collar tie beam II and collar tie beam III, connect by some root posts III are fixing between described collar tie beam III and collar tie beam IV, described collar tie beam I is fixed with some root posts IV, the top of described column IV is provided with outer platform assembly, described lower cat ladder is fixed on collar tie beam I, on collar tie beam II and collar tie beam III, one end of described upper cat ladder is fixing with outer platform assembly to be connected, the other end is connected with lower cat ladder.
Also including cable duct tube, described cable duct tube is sequentially fixed on outer platform assembly, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV from top to bottom.
It is additionally provided with sacrificial anode assembly between described collar tie beam III and collar tie beam IV.
It is provided with bumper assembly between described collar tie beam I, collar tie beam II and collar tie beam III.
The utility model has the advantages that: by each adnexa is integrated, be not only convenient for integral hoisting, shorten the offshore lifting cycle, but also be conducive to reinforcing armature structural strength, reduce overall cost;Each accessory structure optimization, is required to meet design and operational requirement in safety, quality etc. simultaneously.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model.
Wherein: 1, lower cat ladder, 2, upper cat ladder, 3, collar tie beam I, 4, collar tie beam II, 5, collar tie beam III, 6, collar tie beam IV, 7, column I, 8, column II, 9, column III, 10, column IV, 11, outer platform assembly, 12, cable duct tube, 13, sacrificial anode assembly, 14, bumper assembly.
Detailed description of the invention
nullAs shown in Figure 1,A kind of high-power offshore wind turbine single-pile foundation integrated form attachment mechanism,It includes outer platform assembly 11、Cable duct tube 12、Bumper assembly 14、Sacrificial anode assembly 13、Lower cat ladder 1、Upper cat ladder 2、Collar tie beam I 3、Collar tie beam II 4、Collar tie beam III 5 and collar tie beam IV 6,Collar tie beam I 3、Collar tie beam II 4、Collar tie beam III 5 and collar tie beam IV 6 set gradually from top to bottom,Connect by some root posts I 7 are fixing between collar tie beam I 3 and collar tie beam II 4,Connect by some root posts II 8 are fixing between collar tie beam II 4 and collar tie beam III 5,Connect by some root posts III 9 are fixing between collar tie beam III 5 and collar tie beam IV 6,Collar tie beam I 3 is fixed with some root posts IV 6,The top of column IV 6 is provided with outer platform assembly 11,Lower cat ladder 1 is fixed on collar tie beam I 3、On collar tie beam II 4 and collar tie beam III 5,One end of upper cat ladder 2 is fixing with outer platform assembly 11 to be connected、The other end is connected with lower cat ladder 1,Cable duct tube 12 is sequentially fixed at outer platform assembly 11 from top to bottom、Collar tie beam I 3、Collar tie beam II 4、On collar tie beam III 5 and collar tie beam IV 6,Sacrificial anode group,13 are arranged between collar tie beam III 5 and collar tie beam IV 6,Bumper assembly 14 is arranged on collar tie beam I 3、On collar tie beam II 4 and collar tie beam III 5.

Claims (4)

1. a high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, it is characterized in that: include lower cat ladder, upper cat ladder, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV, described collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV set gradually from top to bottom, connect by some root posts I are fixing between described collar tie beam I and collar tie beam II, connect by some root posts II are fixing between described collar tie beam II and collar tie beam III, connect by some root posts III are fixing between described collar tie beam III and collar tie beam IV, described collar tie beam I is fixed with some root posts IV, the top of described column IV is provided with outer platform assembly, described lower cat ladder is fixed on collar tie beam I, on collar tie beam II and collar tie beam III, one end of described upper cat ladder is fixing with outer platform assembly to be connected, the other end is connected with lower cat ladder.
2. one according to claim 1 high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, it is characterized in that: also include cable duct tube, described cable duct tube is sequentially fixed on outer platform assembly, collar tie beam I, collar tie beam II, collar tie beam III and collar tie beam IV from top to bottom.
3. one according to claim 1 high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, it is characterised in that: it is additionally provided with sacrificial anode assembly between described collar tie beam III and collar tie beam IV.
4. one according to claim 1 high-power offshore wind turbine single-pile foundation integrated form attachment mechanism, it is characterised in that: it is provided with bumper assembly between described collar tie beam I, collar tie beam II and collar tie beam III.
CN201521023758.3U 2015-12-11 2015-12-11 High -power offshore wind power generation unit single pile basis integrated form annex mechanism Active CN205369291U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521023758.3U CN205369291U (en) 2015-12-11 2015-12-11 High -power offshore wind power generation unit single pile basis integrated form annex mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521023758.3U CN205369291U (en) 2015-12-11 2015-12-11 High -power offshore wind power generation unit single pile basis integrated form annex mechanism

Publications (1)

Publication Number Publication Date
CN205369291U true CN205369291U (en) 2016-07-06

Family

ID=56280214

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521023758.3U Active CN205369291U (en) 2015-12-11 2015-12-11 High -power offshore wind power generation unit single pile basis integrated form annex mechanism

Country Status (1)

Country Link
CN (1) CN205369291U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106801429A (en) * 2017-03-29 2017-06-06 江苏巨鑫石油钢管有限公司 A kind of blower fan outer platform for single-pile foundation
CN106948369A (en) * 2017-04-24 2017-07-14 华电重工股份有限公司 A kind of attachment means and construction technology of offshore wind farm single-pile foundation and outer platform
CN107268664A (en) * 2017-07-18 2017-10-20 江苏海灵重工设备科技有限公司 A kind of high-power blower single pile covers the packaging technology of cage
CN108775022A (en) * 2018-07-26 2018-11-09 中国电建集团华东勘测设计研究院有限公司 Accessory structure and its construction method are integrated suitable for ice formation offshore wind turbine foundation

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106801429A (en) * 2017-03-29 2017-06-06 江苏巨鑫石油钢管有限公司 A kind of blower fan outer platform for single-pile foundation
CN106801429B (en) * 2017-03-29 2023-10-27 江苏巨鑫石油钢管有限公司 Method for installing fan outer platform for single pile foundation
CN106948369A (en) * 2017-04-24 2017-07-14 华电重工股份有限公司 A kind of attachment means and construction technology of offshore wind farm single-pile foundation and outer platform
CN107268664A (en) * 2017-07-18 2017-10-20 江苏海灵重工设备科技有限公司 A kind of high-power blower single pile covers the packaging technology of cage
CN107268664B (en) * 2017-07-18 2019-02-19 江苏海灵重工设备科技有限公司 A kind of packaging technology of high-power blower single pile set cage
CN108775022A (en) * 2018-07-26 2018-11-09 中国电建集团华东勘测设计研究院有限公司 Accessory structure and its construction method are integrated suitable for ice formation offshore wind turbine foundation

Similar Documents

Publication Publication Date Title
CN205369291U (en) High -power offshore wind power generation unit single pile basis integrated form annex mechanism
CN102767303B (en) Precast concrete tower and construction method thereof
CN204591587U (en) A kind of blower fan and guide cover type tidal current energy water turbine combined power generation equipment
CN102817341B (en) Construction method for segmented installation of offshore anemometer tower and combination of high-altitude manufactured parts for assembly
CN104477788B (en) Spanning self-climbing type translational crane of wind power generation tower
CN107218179B (en) The construction method of offshore wind generating partial installation
CN203742903U (en) High-power offshore wind generating set tower external electric appliance assembly working platform
CN103420288B (en) Large-scale pile winding type offshore platform crane revolving platform
CN211691444U (en) Wind power generator tower template
CN202596242U (en) Concrete tower
CN203297041U (en) Device for improving rigidity of wind machine tower
CN105569929B (en) A kind of wind power generating set offshore boosting station basis and its assembly method
CN201943059U (en) Integral type offshore booster station structure
CN205445909U (en) Novel marine booster station basis of wind generating set
CN104555830A (en) Novel method of inversion construction process of fixed top cylindrical vertical type storage tank
CN203098165U (en) Concrete filled steel tube fan tower
CN103195660A (en) Truss-structured tower
CN202628408U (en) Split type sleeve connection concrete-steel combined tower frame for wind turbine generator
CN205046567U (en) Marine wind turbine foundation structure
CN202402219U (en) Non-corrosive wind power generating tower
CN105545608B (en) A kind of wind-power tower with the enhancing of modularization truss
CN204059994U (en) A kind of group is to platform
CN201011338Y (en) 2MW wind generator set tower frame
CN203570514U (en) Detachable *-shaped supporting frame
CN207794753U (en) A kind of Electronics and Information Engineering communication tower for driving birds

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 226400 north side of Jinshajiang Road and east side of Jinggangshan Road, Rudong Economic Development Zone, Nantong City, Jiangsu Province

Patentee after: Jiangsu Haili Wind Power Equipment Technology Co., Ltd.

Address before: 226400 north side of Jialing River Road, Rudong Economic Development Zone, Nantong, Jiangsu

Patentee before: Jiangsu Haili Power Equipment Technology Co.,Ltd.