CN205557550U - Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device - Google Patents

Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device Download PDF

Info

Publication number
CN205557550U
CN205557550U CN201620255044.3U CN201620255044U CN205557550U CN 205557550 U CN205557550 U CN 205557550U CN 201620255044 U CN201620255044 U CN 201620255044U CN 205557550 U CN205557550 U CN 205557550U
Authority
CN
China
Prior art keywords
reinforcing bar
bar
change
need
gag lever
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.)
Expired - Fee Related
Application number
CN201620255044.3U
Other languages
Chinese (zh)
Inventor
李小燕
包鼎
陈基伟
王西恒
毛常安
陈刚
黄瑞
许喜旺
韩强
刘利科
石晓侠
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.)
Guodian Shaanxi New Energy Co Ltd
Shaanxi Geruite Electric Power Engineering Co Ltd
SHAANXI BUILDING FOUNDATION ENGINEERING Co
Original Assignee
Guodian Shaanxi New Energy Co Ltd
Shaanxi Geruite Electric Power Engineering Co Ltd
SHAANXI BUILDING FOUNDATION ENGINEERING Co
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 Guodian Shaanxi New Energy Co Ltd, Shaanxi Geruite Electric Power Engineering Co Ltd, SHAANXI BUILDING FOUNDATION ENGINEERING Co filed Critical Guodian Shaanxi New Energy Co Ltd
Priority to CN201620255044.3U priority Critical patent/CN205557550U/en
Application granted granted Critical
Publication of CN205557550U publication Critical patent/CN205557550U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device, organize the reinforcement and protection frame on needing to change the reinforcing bar including individual the installation respectively of M at M, just it evenly lays along the circumferencial direction structure homogeneous phase of a M reinforcement and protection frame together, every group need change the reinforcing bar and include all that the m root need change the reinforcing bar, all installs stop nut on needing to change the reinforcing bar for every, and stop nut is located tower bobbin base flange top, reinforcement and protection frame is laid for spacing of arc and its are the level, spacing of arc includes outside gag lever post, inboard gag lever post and m group link pole, and outside gag lever post and inboard gag lever post are the arc pole and the two is located same horizontal plane, and every group need change the reinforcing bar and include all that two are located a connecting rod that needs to change the reinforcing bar left and right sides respectively. The utility model has the advantages of simple structure and reasonable design and easy and simple to handle, excellent in use effect is makeed and uses in processing, can portably change the reinforcing bar to need and carry out reinforcement and protection, prevents to take out and pops out after the in -process reinforcing bar splits.

Description

Blower foundation finish rolling deformed bar is changed and is used reinforcement protection device
Technical field
This utility model belongs to foundation construction technical field, especially relates to a kind of blower foundation finish rolling screw thread Reinforcing bar is changed and is used reinforcement protection device.
Background technology
In recent years, along with the fast development of wind-power electricity generation, all kinds of new techniques were also applied to Practical Project In.Initially introduce domestic P&H blower foundation from the U.S., owing to it has that construction costs is low, executes The advantages such as work speed is fast, have quickly been applied in many wind power engineerings.P&H blower foundation is (also Claim P&H wind driven generator base) refer to that blower foundation uses P&H basis.Wherein, P&H (English abbreviation of Patrick&Henderson) basis refers to no-station pole canopy pile foundation.Above-mentioned blower fan Basis uses post-stress major diameter corrugated steel barrel structure, specifically utilizes pre-buried finish rolling Top blower fan is fixed by spiral, and this finish rolling deformed bar can also use high-strength bolt.Right When blower fan tower barrel lifts, by finish rolling deformed bar being carried out stretch-draw and utilizing finish rolling deformed bar Blower fan tower barrel is fixed by the powerful stretching force produced.During actually used, in the wind field runtime In, finish rolling deformed bar is in stress all the time, thus the quality of finish rolling deformed bar is most important.
But the finish rolling deformed bar quality owing to using in part engineering does not passes a test, and causes fan operation mistake Finish rolling deformed bar cleavage event occurs in journey, and the safe operation of fan brings the biggest hidden danger.As Blower fan is changed separately position lay equal stress on newly pour blower foundation or cabin, top and tower removed after right Existing blower foundation is repaired, and cost is the highest, thus major part wind field can be selected existing The scheme in blower foundation, the finish rolling deformed bar buried underground all changed.But nowadays, To buried underground in blower foundation finish rolling deformed bar be replaced time, be available for use for reference construction information very Lack, and the installation method of neither one unification, standard and specification is available for following, during practice of construction not The problems such as operation is random, efficiency of construction is low, time-consuming, using effect is poor can be there is with avoiding.
It addition, to buried underground in blower foundation finish rolling deformed bar be replaced time, need first will bury underground Finish rolling deformed bar extract out in blower foundation.Finish rolling deformed bar was extracted out in blower foundation Cheng Zhong, when finish rolling deformed bar ejects after being likely to occur fracture, and finish rolling deformed bar fracture easily Hurt workmen.Thus, need finish rolling deformed bar is carried out reinforcement protection before construction, it is to avoid eject After hurt sb.'s feelings.
Utility model content
Technical problem to be solved in the utility model is, for above-mentioned deficiency of the prior art, to carry Changing reinforcement protection device for a kind of blower foundation finish rolling deformed bar, its simple in construction, design are closed Reason and processing and fabricating and use easy and simple to handle, using effect good, can easy add reinforcing bar need to be changed Gu protection, prevent from extraction ejects after reinforcing bar fracture.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is: a kind of blower foundation essence Roll spiral replacing reinforcement protection device, it is characterised in that: include that M is separately mounted to M group Need to change the reinforcement protection frame on reinforcing bar, the structure of M described reinforcement protection frame is the most identical and it is along circle Circumferential direction is uniformly laid, and wherein M is positive integer and M >=2;Often organize described reinforcing bar of need to changing and all include m Needing described in root to change reinforcing bar, wherein m is positive integer and m >=3;
Described reinforcing bar of need to changing is to be embedded in blower foundation and in vertically to the fining twisted steel laid Muscle, the described quantity that need to change reinforcing bar is N root, and wherein N is positive integer and N=m × M;Described in N root Need to change reinforcing bar the most uniformly lay and its top be installed in bottom blower fan tower barrel arrange On flange at the bottom of tower, flange at the bottom of described tower along the circumferential direction has N number of confession respectively to be needed described in N root Change the reinforcement installation hole of reinforcement installation, described in N root, need the top changing reinforcing bar all to extend out at the bottom of tower Above flange;M group is described need to change reinforcing bar to need replacing reinforcing bar to be along the circumferential direction divided into described in N root;
Every described need to replacing is mounted on a stop nut on reinforcing bar, described stop nut is positioned at tower Above cylinder end flange;Described reinforcement protection frame be arc-shaped limit frame and its be level lay;Described arc Position-limited rack include outside gag lever post, be positioned at outside gag lever post inside inner side limiting-position bar and m group by a left side extremely The right side is connected to the connecting rod between outside gag lever post and inner side limiting-position bar, described outside gag lever post and inner side Gag lever post is bow and the two is positioned in same level, often organizes described connecting rod and all includes two Lay respectively at a described connecting rod that need to change the reinforcing bar left and right sides;The described connecting rod of m group and outside Gag lever post and inner side limiting-position bar composition m are respectively to needing described in m root to change the spacing spiral shell installed on reinforcing bar Mother carries out spacing position-limit mechanism, needs to change the stop nut installed on reinforcing bar and lay respectively at described in m root The underface of m described position-limit mechanism.
Above-mentioned blower foundation finish rolling deformed bar replacing reinforcement protection device, is characterized in that: M institute State reinforcement protection frame to be all laid in same level.
Above-mentioned blower foundation finish rolling deformed bar replacing reinforcement protection device, is characterized in that: outside described Side gag lever post, inner side limiting-position bar and connecting rod are round steel, each described connecting rod and outside gag lever post And be all attached with welding manner between inner side limiting-position bar.
Above-mentioned blower foundation finish rolling deformed bar replacing reinforcement protection device, is characterized in that: described circle The diameter of steel is not less than Φ 10mm.
Above-mentioned blower foundation finish rolling deformed bar replacing reinforcement protection device, is characterized in that: described circle A diameter of Φ 10mm of steel~Φ 15mm.
Above-mentioned blower foundation finish rolling deformed bar replacing reinforcement protection device, is characterized in that: outside described Side gag lever post and the described connecting rod of m group are all laid in same level, often organize in described connecting rod Two described connecting rods are all in parallel laying.
Above-mentioned blower foundation finish rolling deformed bar replacing reinforcement protection device, is characterized in that: described limit Position nut is hex nut;The spacing of described outside gag lever post and inner side limiting-position bar and often organize described company In extension bar, the spacing of two described connecting rods is all higher than changing the diameter of reinforcing bar, described outside gag lever post With the spacing of inner side limiting-position bar and often organize and described need to change the spacing of two described connecting rods in reinforcing bar It is respectively less than the opposite side distance of described hex nut.
This utility model compared with prior art has the advantage that
1, simple in construction, reasonable in design and processing and fabricating is easy, input cost is relatively low.
2, dismounting simplicity, organizes, including multiple being separately mounted to, the reinforcement protection frame need to changed on reinforcing bar more, By multiple reinforcement protection framves, each reinforcement protection frame simple installation and convenient disassembly.
3, use easy and simple to handle, using effect good and practical value is high, reinforcement protection frame is arc limit Position frame and it include outside gag lever post, be positioned at outside gag lever post inside inner side limiting-position bar and many groups by a left side To the right connecting rod being connected between outside gag lever post and inner side limiting-position bar, many group connecting rods and outer lateral spacing Position bar and inner side limiting-position bar form multiple position-limit mechanisms, easy can need to change reinforcing bar to one group and reinforce Protection, prevents from ejecting after reinforcing bar fracture in extraction, economical and practical.
In sum, this utility model simple in construction, reasonable in design and processing and fabricating and use operation letter Just, using effect good, easy can carry out reinforcement protection to reinforcing bar need to be changed, prevent steel in extraction Tendon breaking ejects after splitting.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is use state reference map of the present utility model.
Fig. 2 is the installation site schematic diagram of this utility model reinforcement protection frame.
Description of reference numerals:
1 reinforcement protection frame;Gag lever post outside 1-1;1-2 inner side limiting-position bar;
1-3 connecting rod;2 need to change reinforcing bar;Flange at the bottom of 3 tower;
4 stop nuts.
Detailed description of the invention
As shown in Figure 1 and Figure 2, this utility model includes that M is separately mounted to M group and need to change reinforcing bar 2 On reinforcement protection frame 1, the structure of M described reinforcement protection frame 1 the most identical and its along the circumferential direction Uniformly laying, wherein M is positive integer and M >=2;Often organize described reinforcing bar 2 of need to changing and all include m root institute Stating and need to change reinforcing bar 2, wherein m is positive integer and m >=3.
Described reinforcing bar 2 of need to changing is to be embedded in blower foundation and in vertically to the fining twisted steel laid Muscle, the described quantity that need to change reinforcing bar 2 is N root, and wherein N is positive integer and N=m × M;N root institute State and need to change reinforcing bar 2 and along the circumferential direction uniformly lay and its top is installed in bottom blower fan tower barrel and arranges Tower at the bottom of on flange 3, flange 3 at the bottom of described tower along the circumferential direction has N number of respectively for N root Described need to change the reinforcement installation hole that reinforcing bar 2 is installed, need described in N root the top changing reinforcing bar 2 all to stretch Go out above flange at the bottom of tower 3;Need to change reinforcing bar 2 described in N root and be along the circumferential direction divided into M group institute State and need to change reinforcing bar 2.
Every described need to replacing is mounted on a stop nut 4 on reinforcing bar 2, described stop nut 4 It is positioned at above flange 3 at the bottom of tower.Described reinforcement protection frame 1 be arc-shaped limit frame and its be level lay; Described arc-shaped limit frame includes outside gag lever post 1-1, is positioned at the lateral spacing inside the gag lever post 1-1 of outside Position bar 1-2 and m group are connected between the gag lever post 1-1 and inner side limiting-position bar 1-2 of outside from left to right Connecting rod 1-3, described outside gag lever post 1-1 and inner side limiting-position bar 1-2 is bow and the two position In same level, often organize described connecting rod 1-3 and all include that two lay respectively at described need more Change connecting rod 1-3 of reinforcing bar 2 left and right sides;Described connecting rod 1-3 of m group and outside gag lever post 1-1 With inner side limiting-position bar 1-2 composition m respectively to needing described in m root to change the spacing spiral shell installed on reinforcing bar 2 Female 4 carry out spacing position-limit mechanism, need to change the stop nut 4 points installed on reinforcing bar 2 described in m root It is not positioned at the underface of m described position-limit mechanism.
In the present embodiment, M described reinforcement protection frame 1 is all laid in same level.
In the present embodiment, described outside gag lever post 1-1, inner side limiting-position bar 1-2 and connecting rod 1-3 are equal For round steel, between each described connecting rod 1-3 and outside gag lever post 1-1 and inner side limiting-position bar 1-2 all It is attached with welding manner.
Further, the diameter of described round steel is not less than Φ 10mm.
In the present embodiment, a diameter of Φ 10mm of described round steel~Φ 15mm.Actual add man-hour, can root Need according to concrete, the diameter of described round steel is adjusted accordingly.
In the present embodiment, described outside gag lever post 1-1 and described connecting rod 1-3 of m group are all laid in same On one horizontal plane, often organize two described connecting rods 1-3 in described connecting rod 1-3 all in parallel laying.
In the present embodiment, described stop nut 4 is hex nut;Described outside gag lever post 1-1 is with interior The spacing of side gag lever post 1-2 and often organize in described connecting rod 1-3 between two described connecting rods 1-3 Away from being all higher than changing the diameter of reinforcing bar 2, described outside gag lever post 1-1 and inner side limiting-position bar 1-2's Spacing and often organize the spacing of two described connecting rods 1-3 in described connecting rod 1-3 and be respectively less than described six The opposite side distance of angle nut.
During actually used, to changing before reinforcing bar 2 is replaced, first need more described in N root Change reinforcing bar 2 and be divided into M group, then M described reinforcement protection frame 1 is separately mounted to M group need to change steel On muscle 2, and by colligation silk, M described reinforcement protection frame 1 is each attached on flange 3 at the bottom of tower, Now need to change the stop nut 4 installed on reinforcing bar 2 described in N root to be respectively positioned in same level.Right Reinforcing bar 2 need to be changed when being replaced, along the circumferential direction carry out symmetrical replacing, specifically synchronize two The symmetrical need laid are changed reinforcing bar 2 and are replaced, and two described need to change flange at the bottom of reinforcing bar 2 and tower The central axis of 3 is all laid on same vertical plane.
To two described need to change reinforcing bar 2 be replaced time, first by two described need to change reinforcing bar 2 with Step is extracted out, from the bottom to top till detaching from described blower foundation;Afterwards, immediately described in two Reinforcing bar 2 present position need to be changed and insert two finish rolling deformed bars respectively, the most just complete described in two The reinforcing bar Renewal process of reinforcing bar 2 need to be changed.The finish rolling deformed bar inserted is reinforcing bar, institute after changing After stating replacing on reinforcing bar equipped with stop nut 4 and its be positioned at below reinforcement protection frame 1.
To two described need to change reinforcing bar 2 extract out time, extract out the most several times.Often Before secondary extraction, all two described stop nuts 4 installed on reinforcing bar 2 of need to changing all are moved down Once, and the height that moves down with extract out every time the most identical.
The above, be only preferred embodiment of the present utility model, and this utility model is not made any limit System, every according to this utility model technical spirit, above example is made any simple modification, change And equivalent structure change, all still fall within the protection domain of technical solutions of the utility model.

Claims (7)

1. a blower foundation finish rolling deformed bar is changed and is used reinforcement protection device, it is characterised in that: bag Including M and be separately mounted to the reinforcement protection frame (1) that M group need to be changed on reinforcing bar (2), M described The structure of reinforcement protection frame (1) is the most identical and it is the most uniformly laid, and wherein M is the most whole Number and M >=2;Often organize described reinforcing bar (2) of need to changing all to include needing described in m root to change reinforcing bar (2), Wherein m is positive integer and m >=3;
Described need to change reinforcing bar (2) be embedded in blower foundation in and in vertically to the finish rolling spiral shell laid Stricture of vagina reinforcing bar, the described quantity that need to change reinforcing bar (2) is N root, and wherein N is positive integer and N=m × M; Along the circumferential direction uniformly laying and its top are installed in blower fan tower barrel to need to change reinforcing bar (2) described in N root On flange (3) at the bottom of the tower that bottom is arranged, flange (3) at the bottom of described tower along the circumferential direction has N number of respectively for needing described in N root to change the reinforcement installation hole that reinforcing bar (2) is installed, need described in N root to change The top of reinforcing bar (2) all extend out to flange at the bottom of tower (3) top;Need described in N root to change reinforcing bar (2) Along the circumferential direction it is divided into that M group is described need to change reinforcing bar (2);
Every described need to replacing is mounted on a stop nut (4) on reinforcing bar (2), described spacing Nut (4) is positioned at flange at the bottom of tower (3) top;Described reinforcement protection frame (1) is arc-shaped limit Frame and its be level lay;Described arc-shaped limit frame includes outside gag lever post (1-1), is positioned at outside It is spacing that the inner side limiting-position bar (1-2) of gag lever post (1-1) inner side and m group are connected to outside from left to right Connecting rod (1-3) between bar (1-1) and inner side limiting-position bar (1-2), described outside gag lever post (1-1) it is bow with inner side limiting-position bar (1-2) and the two is positioned in same level, often group Described connecting rod (1-3) all include two lay respectively at one described need to change reinforcing bar (2) left and right two The connecting rod (1-3) of side;The described connecting rod of m group (1-3) and outside gag lever post (1-1) and inner side Gag lever post (1-2) composition m is respectively to needing described in m root to change the upper spacing spiral shell installed of reinforcing bar (2) Female (4) carry out spacing position-limit mechanism, need to change the upper spacing spiral shell installed of reinforcing bar (2) described in m root Female (4) lay respectively at the underface of m described position-limit mechanism.
2. fill according to the blower foundation finish rolling deformed bar replacing reinforcement protection described in claim 1 Put, it is characterised in that: M described reinforcement protection frame (1) is all laid in same level.
3. according to the blower foundation finish rolling deformed bar replacing reinforcement protection described in claim 1 or 2 Device, it is characterised in that: described outside gag lever post (1-1), inner side limiting-position bar (1-2) and connection Bar (1-3) is round steel, each described connecting rod (1-3) and outside gag lever post (1-1) and interior All it is attached with welding manner between side gag lever post (1-2).
4. fill according to the blower foundation finish rolling deformed bar replacing reinforcement protection described in claim 3 Put, it is characterised in that: the diameter of described round steel is not less than Φ 10mm.
5. fill according to the blower foundation finish rolling deformed bar replacing reinforcement protection described in claim 4 Put, it is characterised in that: a diameter of Φ 10mm of described round steel~Φ 15mm.
6. according to the blower foundation finish rolling deformed bar replacing reinforcement protection described in claim 1 or 2 Device, it is characterised in that: described outside gag lever post (1-1) and the described connecting rod of m group (1-3) are equal It is laid in same level, often organizes two described connecting rods (1-3) in described connecting rod (1-3) All in parallel laying.
7. fill according to the blower foundation finish rolling deformed bar replacing reinforcement protection described in claim 6 Put, it is characterised in that: described stop nut (4) is hex nut;Described outside gag lever post (1-1) With the spacing of inner side limiting-position bar (1-2) and often organize in described connecting rod (1-3) two and described be connected The spacing of bar (1-3) is all higher than changing the diameter of reinforcing bar (2), described outside gag lever post (1-1) With the spacing of inner side limiting-position bar (1-2) and often organize and described need to change two described companies in reinforcing bar (2) The spacing of extension bar (1-3) is respectively less than the opposite side distance of described hex nut.
CN201620255044.3U 2016-03-30 2016-03-30 Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device Expired - Fee Related CN205557550U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620255044.3U CN205557550U (en) 2016-03-30 2016-03-30 Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620255044.3U CN205557550U (en) 2016-03-30 2016-03-30 Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device

Publications (1)

Publication Number Publication Date
CN205557550U true CN205557550U (en) 2016-09-07

Family

ID=56813187

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620255044.3U Expired - Fee Related CN205557550U (en) 2016-03-30 2016-03-30 Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device

Country Status (1)

Country Link
CN (1) CN205557550U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000536A (en) * 2021-11-30 2022-02-01 中国华能集团清洁能源技术研究院有限公司 Large-pressure and small-pressure fan foundation structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000536A (en) * 2021-11-30 2022-02-01 中国华能集团清洁能源技术研究院有限公司 Large-pressure and small-pressure fan foundation structure and construction method

Similar Documents

Publication Publication Date Title
CN202440279U (en) Tower drum climbing machine
CN203049635U (en) Static loading test quick linking device by anchor pile method
CN205557550U (en) Wind turbine foundation finish rolling twisted steel changes and uses reinforcement and protection device
CN206346473U (en) A kind of high-altitude overhanging gutter support tripod
CN207747196U (en) A kind of prefabricated wind power tower mould equipment
CN204216486U (en) Portable power circuit crosses over support
CN206769349U (en) Light clamper formula scaffold on joist steel upright
CN202596242U (en) Concrete tower
CN204663107U (en) Adjustable irony strut
CN204376279U (en) Hydroelectric station GIS bus auxiliary repair adjustable supporting device
CN206677848U (en) A kind of special elastic part of metallurgical machinery equipment
CN205557610U (en) Wind turbine foundation finish rolling twisted steel changes and uses reinforcing bar draw -out device
CN205238603U (en) A big beam mold steelframe for preparation of aerogenerator blade
CN107504036A (en) Sleeve pipe inner supporting device and its construction method
CN103334447A (en) Tension-free filling pile structure
CN204673099U (en) A kind of stand for the processing of reinforcing bar car silk
CN204142923U (en) Motor rotation blockage test unit
CN203197832U (en) Locating pin pulling device
CN206707938U (en) A kind of blower fan protector
CN202428393U (en) Tool for disassembling wheels of running trolley
CN206899124U (en) One kind walks wheel separation frock
CN206620023U (en) Motor pole dismantling device
CN203475927U (en) Plug-in power transmission line steel-pipe pole removal device
CN204919608U (en) Underground station construction is with system of encorbelmenting
CN205857227U (en) A kind of wind power generation stepped hyollow foundation support

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160907

Termination date: 20170330