CN106438216A - Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower - Google Patents

Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower Download PDF

Info

Publication number
CN106438216A
CN106438216A CN201610929742.1A CN201610929742A CN106438216A CN 106438216 A CN106438216 A CN 106438216A CN 201610929742 A CN201610929742 A CN 201610929742A CN 106438216 A CN106438216 A CN 106438216A
Authority
CN
China
Prior art keywords
concrete
tower
straight
straight tower
segments
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
CN201610929742.1A
Other languages
Chinese (zh)
Inventor
张明熠
黄张裕
杨州
张东灿
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 Jinhai Wind Tower Technology Co ltd
Original Assignee
INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co Ltd
Shanghai New Energy Technology Co Ltd Et Al
JIANGSU JINHAI NEW ENERGY 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 INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co Ltd, Shanghai New Energy Technology Co Ltd Et Al, JIANGSU JINHAI NEW ENERGY TECHNOLOGY Co Ltd filed Critical INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co Ltd
Priority to CN201610929742.1A priority Critical patent/CN106438216A/en
Publication of CN106438216A publication Critical patent/CN106438216A/en
Pending legal-status Critical Current

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 invention discloses a pre-stressed concrete fan tower provided with a segmented straight tower cylinder. The pre-stressed concrete fan tower comprises a pre-stressed concrete straight tower cylinder segment and a steel tower cylinder segment (5), wherein the steel tower cylinder segment (5) is connected with the pre-stressed concrete straight tower cylinder segment through a bolt assembly (4); the pre-stressed concrete straight tower cylinder segment comprises a bottom concrete straight tower cylinder segment (1) and a prefabricated concrete straight tower cylinder segment (2) which is mounted at the upper end of the bottom concrete straight tower cylinder segment (1); the diameter of the prefabricated concrete straight tower cylinder segment (2) is gradually reduced from top to bottom; the parts, different in diameter, of the prefabricated concrete straight tower cylinder segment (2) are connected by virtue of prefabricated concrete tower cylinder diameter changing segments (3); the bottom concrete straight tower cylinder segment (1) is provided with a tower door (7). The pre-stressed concrete fan tower disclosed by the invention is reasonable in structural design, low in cost, convenient to install, low in transportation cost, firm, stable, good in safety, capable of greatly increasing the utilization rate of a concrete material and applicable to a concrete wind-driven power generation tower of which the height is 30m or larger.

Description

Segmentation straight tower prestressed concrete blower fan pylon and its installation method
Technical field
The invention belongs to low wind speed area high tower wind-driven generator tower frame technical field is and in particular to one kind is used for supporting wind-force The segmentation straight tower prestressed concrete blower fan pylon of electromotor and its installation method.
Background technology
The straight tower of concrete being presently used for wind-driven generator tower frame is typically designed height below 30 meters, for 30 meters Above pylon situation, typically adopts reducing concrete tower, template consumption is big, cost is high.The straight tower design of single concrete Template is simple, but barrel diameter is larger, and the increase cylinder material utilization ratio with tower height reduces, and reducing concrete towers Costly, up-front investment cost is huge for tube template.
Therefore necessary a kind of reasonable in design of design research and development, low cost on the basis of prior art, installs Convenient, firm stable, safety is good, can be used for more than 30 meters of concrete blower fan pylon.
Content of the invention
Goal of the invention:The invention aims to overcoming more than 30 meters concrete tower wind-driven generator tower frame design efficiencys Relatively low problem, provides a kind of reasonable in design, low cost, easy for installation, firm stable, safety is good, template utilization rate Height, is greatly improved concrete material utilization ratio, can be used for more than 30 meters of concrete wind turbine tower.The present invention is in addition One purpose is to provide the installation method of segmentation straight tower prestressed concrete blower fan pylon.
Technical scheme:In order to realize object above, the technical scheme that the present invention takes is:
A kind of straight tower prestressed concrete blower fan pylon of segmentation, it include the straight tower segments of prestressed concrete and with advance should Power concrete tower segments are by the connected steel tower tube section of bolt assemblies;
Described prestressed concrete tower cylinder section includes the straight tower segments of coxopodite concrete, is arranged on the straight tower of coxopodite concrete The straight tower segments of precast concrete of Duan Shangduan;Diameter tapers into the straight tower segments of described precast concrete from bottom to up, described The straight tower segments of precast concrete of different-diameter between by precast concrete tower reducer connect;
The described straight tower segments of coxopodite concrete are provided with pyller;
The outer tensioning of the straight tower segments of described prestressed concrete has external prestressing steel strand wires.
Preferably, the straight tower prestressed concrete blower fan pylon of above-described segmentation, prestressed concrete is straight In tower segments, along the circumferential direction uniform tensioning has external prestressing steel strand wires.
Preferably, the straight tower prestressed concrete blower fan pylon of above-described segmentation, prestress wire is not Pyller through in the straight tower segments of coxopodite concrete.
Preferably, the straight tower prestressed concrete blower fan pylon of above-described segmentation, described bolt combination Part includes bolt, nut and anchor slab etc..
Preferably, the straight tower prestressed concrete blower fan pylon of above-described segmentation, the straight tower of precast concrete Be connected by flange between cylinder section and precast concrete tower reducer, bolt connection or welding.
Preferably, the straight tower prestressed concrete blower fan pylon of above-described segmentation, the straight tower of precast concrete Cylinder section diameter is sequentially reduced to tower top by bottom of towe, and the precast concrete straight tower element number of wherein equal diameters is more than or equal to 1, Precast concrete tower reducing segment number is more than or equal to 1;The quantity of steel tower tube section is more than or equal to 1.
The installation method of the straight tower prestressed concrete blower fan pylon of segmentation of the present invention, comprises the following steps:
A, first excavate ground, casting concrete makes gravity type foundation, bankets, cast in situs or pre- on gravity type foundation System installs the straight tower segments of coxopodite concrete;
The b and then prefabricated straight tower segments of precast concrete are lifted in the straight tower segments of coxopodite concrete, then will be prefabricated Concrete tower reducer is lifted in the straight tower of precast concrete, then according to designed elevation, by concrete little for diameter The straight tower segments of soil are lifted on precast concrete tower reducer, after installation the method is installed to designed elevation, by steel tower tube section It is lifted in the straight tower segments of precast concrete of top, and connected using bolt assemblies;
C, installation the straight tower segments of tensioning coxopodite concrete, the straight tower segments of precast concrete and precast concrete tower reducing The external prestressing steel strand wires of section inner side.
The segmentation straight tower prestressed concrete blower fan pylon that the present invention provides is compared with existing design, has following beneficial Effect:
The segmentation straight tower prestressed concrete blower fan pylon that the present invention provides, reasonable in design, low cost, installation side Just, firm stable, safety is good, is greatly improved concrete material utilization ratio, can be used for more than 30 meters of concrete wind-force Generating pylon.
The precast concrete tower may that the present invention provides is prefabricated nearby near wind field, detachable template height easy for installation Effect, freight charges are low, can avoid ultra-wide and limit.Relatively-stationary concrete tower segments specification, less input for template, close type, phase Nearly height, all can adopt identical tower segments;Concrete tube section horizontal fragmentation, the lifting duration is very fast.
Brief description
Fig. 1 is segmentation of the present invention straight tower prestressed concrete blower fan pylon facade structures schematic diagram;
Fig. 2 is segmentation of the present invention straight tower prestressed concrete blower fan pylon tower segments schematic cross-section;
Fig. 3 is segmentation of the present invention straight tower prestressed concrete blower fan pylon coxopodite tower segments schematic cross-section;
Fig. 4 is structural representation when segmentation of the present invention straight tower prestressed concrete blower fan pylon is installed.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is described in further detail.
Embodiment 1
As shown in Figures 1 to 3, the straight tower prestressed concrete blower fan pylon of a kind of segmentation, it is straight that it includes prestressed concrete Tower segments and being connected steel tower tube section 5 by bolt assemblies 4 with prestressed concrete tower cylinder section;
Described prestressed concrete tower cylinder section includes the straight tower segments of coxopodite concrete 1, is arranged on the straight tower of coxopodite concrete The straight tower segments of precast concrete 2 of cylinder section 1 upper end;Diameter tapers into the straight tower segments of described precast concrete 2 from bottom to up, Connected by precast concrete tower reducer 3 between the straight tower segments of precast concrete 2 of described different-diameter;
The described straight tower segments of coxopodite concrete 1 are provided with pyller 7;
In the straight tower segments of described prestressed concrete, along the circumferential direction uniform tensioning has prestress wire 6.But in advance should Power steel strand wires 6 are not passed through the pyller 7 in the straight tower segments of coxopodite concrete 1.
The straight tower segments of precast concrete 2 of described equal diameters, precast concrete tower reducer 3 and steel tower tube section 5 Element number is more than 1.
Embodiment 2
As shown in figure 4, a kind of installation method of the straight tower prestressed concrete blower fan pylon of segmentation, comprise the following steps:
A, first excavate ground, casting concrete makes gravity type foundation 8, bankets, on gravity type foundation 8 cast in situs or The prefabricated installation straight tower segments of coxopodite concrete 1;
The b and then prefabricated straight tower segments of precast concrete 2 are lifted in the straight tower segments of coxopodite concrete 1, then will be pre- Concrete tower reducer 3 processed is lifted in the straight tower segments of precast concrete 2, then according to designed elevation, will be little for diameter pre- The straight tower segments 2 of concrete processed are lifted on precast concrete tower reducer 3, after being installed to designed elevation, steel tower tube section 5 are hung It is attached in the straight tower segments of precast concrete 2 of top, and connected using bolt assemblies 4;
C, installation the straight tower segments of tensioning coxopodite concrete, the straight tower segments of precast concrete 2 and precast concrete tower become The external prestressing steel strand wires 6 of footpath section 3 inner side.
More than, only presently preferred embodiments of the present invention, but protection scope of the present invention is not limited thereto, any it is familiar with basis Those skilled in the art the invention discloses technical scope in, the change or replacement that can readily occur in, all should cover Within protection scope of the present invention.Therefore, the protection domain that protection scope of the present invention should be defined with claim.

Claims (6)

1. a kind of straight tower prestressed concrete blower fan pylon of segmentation is it is characterised in that it includes the straight tower of prestressed concrete Section and being connected steel tower tube section (5) by bolt assemblies (4) with prestressed concrete tower cylinder section;
Described prestressed concrete tower cylinder section includes the straight tower segments of coxopodite concrete (1), is arranged on the straight tower of coxopodite concrete The straight tower segments of the precast concrete (2) of section (1) upper end;Described precast concrete straight tower segments (2) stepped diameter from bottom to up Diminish, pass through precast concrete tower reducer (3) between the straight tower segments of the precast concrete (2) of described different-diameter even Connect;
The described straight tower segments of coxopodite concrete (1) is provided with pyller (7);
The outer tensioning of the straight tower segments of described prestressed concrete has external prestressing steel strand wires (6).
2. the straight tower prestressed concrete blower fan pylon of segmentation according to claim 1 is it is characterised in that prestressed concrete In the straight tower segments of soil, along the circumferential direction uniform tensioning has external prestressing steel strand wires (6).
3. the straight tower prestressed concrete blower fan pylon of segmentation according to claim 2 is it is characterised in that prestress steel twist Line (6) is not passed through the pyller (7) on the straight tower segments of coxopodite concrete (1).
4. the straight tower prestressed concrete blower fan pylon of segmentation according to claim 3 is it is characterised in that precast concrete The quantity of straight tower segments (2) is more than or equal to 1.
5. the straight tower prestressed concrete blower fan pylon of segmentation according to claim 4 is it is characterised in that steel tower tube section (5) quantity is more than or equal to 1.
6. the installation method of the straight tower of the segmentation described in any one of claim 1 to 5 prestressed concrete blower fan pylon, its feature It is, comprise the following steps:
A, first excavate ground, casting concrete makes gravity type foundation (8), bankets, in the upper cast in situs of gravity type foundation (8) or The prefabricated installation straight tower segments of coxopodite concrete (1);
The b and then prefabricated straight tower segments of precast concrete (2) is lifted on the straight tower segments of coxopodite concrete (1), then will be pre- Concrete tower reducer (3) processed is lifted on the straight tower segments of precast concrete (2), then according to designed elevation, diameter is little The straight tower segments of precast concrete (2) be lifted on precast concrete tower reducer (3), after being installed to designed elevation, by steel Tower segments (5) are lifted on the straight tower segments of the precast concrete (2) of top, and are connected using bolt assemblies (4);
C, installation the straight tower segments of tensioning coxopodite concrete (1), the straight tower segments of precast concrete (2) and precast concrete tower become External prestressing steel strand wires (6) inside footpath section (3).
CN201610929742.1A 2016-10-31 2016-10-31 Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower Pending CN106438216A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610929742.1A CN106438216A (en) 2016-10-31 2016-10-31 Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610929742.1A CN106438216A (en) 2016-10-31 2016-10-31 Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower

Publications (1)

Publication Number Publication Date
CN106438216A true CN106438216A (en) 2017-02-22

Family

ID=58177280

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610929742.1A Pending CN106438216A (en) 2016-10-31 2016-10-31 Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower

Country Status (1)

Country Link
CN (1) CN106438216A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109763942A (en) * 2019-02-21 2019-05-17 江苏金海新能源科技有限公司 A kind of prestressed concrete blower fan pylon and its construction method
CN113494425A (en) * 2020-04-07 2021-10-12 上海夏凯建筑科技有限公司 Tower and tower member

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101725475A (en) * 2008-10-15 2010-06-09 天津万联管道工程有限公司 Wind power tower drum with precast reinforced concrete pillar
US20140033628A1 (en) * 2012-08-03 2014-02-06 James D. Lockwood Precast concrete post tensioned segmented wind turbine tower
CN105179183A (en) * 2015-09-11 2015-12-23 中国航空规划设计研究总院有限公司 Prestressed concrete wind power tower system and construction method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101725475A (en) * 2008-10-15 2010-06-09 天津万联管道工程有限公司 Wind power tower drum with precast reinforced concrete pillar
US20140033628A1 (en) * 2012-08-03 2014-02-06 James D. Lockwood Precast concrete post tensioned segmented wind turbine tower
CN105179183A (en) * 2015-09-11 2015-12-23 中国航空规划设计研究总院有限公司 Prestressed concrete wind power tower system and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109763942A (en) * 2019-02-21 2019-05-17 江苏金海新能源科技有限公司 A kind of prestressed concrete blower fan pylon and its construction method
CN113494425A (en) * 2020-04-07 2021-10-12 上海夏凯建筑科技有限公司 Tower and tower member

Similar Documents

Publication Publication Date Title
US8307593B2 (en) Tower with adapter section
CN204024928U (en) One can assemble self-erecting type wind power generating set prestressed concrete steel combination pylon
EP0891487B1 (en) Shut-down chimney used as a tower for a wind turbine
CN102312799A (en) Pylon with tensioned cables
CN201326524Y (en) Composite tower cylinder of wind turbine
CN206917805U (en) The antifatigue combination steel construction wind tower of omnidirectional's prestressing force
CN208057315U (en) A kind of fragment prefabricated Wind turbines prestressed concrete tower cylinder
CN108301983A (en) A kind of fragment prefabricated Wind turbines prestressed concrete tower cylinder
CN105179183A (en) Prestressed concrete wind power tower system and construction method thereof
CN205779491U (en) Sectional prefabricating type concrete tower
CN105297766A (en) Replaceable prestress anchor bolt draught fan foundation
CN109930892A (en) A kind of pre-tensioning system fragment prefabricated prestressing concrete tower structure
CN204024929U (en) A kind of steel concrete combination pylon prestressed concrete steel transformation segment
CN101915112B (en) Strong-side and strong-corner coal entry anchor rod support method
CN206468489U (en) A kind of prestressed concrete tower bolt and steel strand wires connection transfer device
CN106438216A (en) Pre-stressed concrete fan tower provided with segmented straight tower cylinder and installation method of pre-stressed concrete fan tower
CN207047885U (en) A kind of externally pre-stressed concrete blower fan pylon hyollow foundation
CN211691444U (en) Wind power generator tower template
CN206313716U (en) A kind of mountain region bored concrete pile adjusting post photovoltaic power plant bracket
CN206190458U (en) Prestressing force antifatigue combination steel construction wind tower of qxcomm technology
CN107351228A (en) A kind of prefabricated wind power tower mould equipment and its construction technology
CN205205849U (en) Removable formula prestressed anchorage ties wind turbine foundation
CN206221172U (en) It is segmented straight tower prestressed concrete blower fan pylon
CN206707932U (en) The antifatigue combining structure wind tower of prestressing force
CN205979564U (en) Electric power steel pipe pole is used in city

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20200403

Address after: No. 36 Yancheng City Funing 224400 Jiangsu province Xin Road Economic Development Zone

Applicant after: Jiangsu Jinhai wind tower Technology Co.,Ltd.

Address before: No. 36 Yancheng City Avenue GCL 224400 Funing County in Jiangsu Province Economic Development Zone

Applicant before: JIANGSU JINHAI NEW ENERGY TECHNOLOGY Co.,Ltd.

Applicant before: INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co.,Ltd.

Applicant before: SHANGHAI NIUANJIE NEW ENERGY TECHNOLOGY Co.,Ltd.

RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170222