CN203583512U - Tower type foundation-adjustable positioning anchor cage - Google Patents
Tower type foundation-adjustable positioning anchor cage Download PDFInfo
- Publication number
- CN203583512U CN203583512U CN201320811367.2U CN201320811367U CN203583512U CN 203583512 U CN203583512 U CN 203583512U CN 201320811367 U CN201320811367 U CN 201320811367U CN 203583512 U CN203583512 U CN 203583512U
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- Prior art keywords
- flange
- upper flange
- anchor
- lower flange
- adjustable positioning
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- 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 - Lifetime
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Abstract
The utility model discloses a tower type foundation-adjustable positioning anchor cage which comprises an upper flange, a lower flange, anchor rods and an embedded part fixing hole, wherein the anchor rods penetrate through the upper flange and the lower flange, and the upper flange and the lower flange are concentric with a foundation, the embedded part fixing hole is formed in the lower flange, a lower flange stay bolt penetrates through the embedded part fixing hole and then is in positioning connection with an embedded part, the anchor cage is composed of a plurality of pre-stressed anchor rods which are arranged in parallel and fixed onto the upper flange and the lower flange, the lower end of each pre-stressed anchor rod is connected with a half nut, the upper end of each pre-stressed anchor rod is connected with a nylon adjusting nut, and the nylon adjusting nuts are tightly adhered to the lower end of the upper flange. The upper flange and the lower flange are integrally formed and are not spliced on site, the nylon adjusting nuts are arranged on the upper flange and used for supporting the upper flange and leveling an upper flange plate, thus the construction procedure on site is decreased, and construction is more convenient. The tower type foundation-adjustable positioning anchor cage has the characteristics of simple structure and convenience in construction.
Description
Technical field
The utility model relates to the adjustable positioning anchor cage in tower basis of wind energy plant, power transmission tower and tall and slender structure.
Background technology
The wind power generation stepped single-pipe tower barrel structure that is generally, its base diameter is 3-5 rice, does not require with reinforced concrete foundation and is connected.This part connects the general tower cylinder flush type that adopts at present, this connected mode can reach connection request, and globality is also better, and its shortcoming is that steel using amount is large, it is many that making and construction have suitable difficulty and reinforcing bar to disturb, and basic pile pier exists rigidity sudden change in steel pipe lower limb intensity.
In the wind power generation stepped example destroying for high wind of coastal area and northern area in recent years, there are many column foot stubs to cause wind power generation stepped collapsing along just cylinder lower sections fracture suddenly.This has caused the attention of engineering circles.If adopt positioning anchor cage can reduce what concrete amount of a large amount of reinforcing bars, for country has saved resource.
Utility model content
The technical problems to be solved in the utility model is to provide the adjustable positioning anchor cage in tower basis, and upper flange and lower flange are one-body molded, need not on-the-spot splice; And on upper flange, be provided with nylon adjusting nut, and support upper flange and carry out the leveling work of upper flange plate with nylon adjusting nut, reduced so on-the-spot construction sequence, reach construction more convenient; Have simple in structure, the feature of easy construction.
For achieving the above object, the technical solution of the utility model is as follows:
Tower basis is adjustable positioning anchor cage, comprising:
One upper flange, a lower flange, and run through the anchor pole of upper flange and lower flange, and described upper and lower flange is concentric with basis;
One arranges the built-in fitting fixing hole on lower flange, and lower flange carrying bolt is located by connecting with built-in fitting after running through built-in fitting fixing hole,
Described anchor pole is by several parallel arrangements, and the prestressed anchor being fixed on upper and lower flange forms, and the lower end of described prestressed anchor connects a half-nut, and upper end connects a nylon adjusting nut, and described nylon adjusting nut is close to upper flange lower end.
In a preferred embodiment of the present utility model, the top of described prestressed anchor and upper flange junction arranges a temporary steel nut, regulates described nylon adjusting nut and temporary steel nut to make plane on upper flange reach design elevation.
In a preferred embodiment of the present utility model, described prestressed anchor upper end is a conehead, and described conehead is 45 ° of pointed cones; Prestressed anchor lower end is butt end.
In a preferred embodiment of the present utility model, the blackout half-nut that described half-nut is treated mistake.
In a preferred embodiment of the present utility model, described upper flange is one-body molded, and described upper flange comprises a loop type flange body, and on described loop type flange body, interval arranges several equally distributed bolts hole.
In a preferred embodiment of the present utility model, described lower flange is one-body molded, and described lower flange comprises a loop type flange body, and on described loop type flange body, interval arranges several equally distributed bolts hole, built-in fitting fixing hole occurs in pairs, is arranged at bolt hole both sides.
In a preferred embodiment of the present utility model, a sheathed PVC sleeve pipe on described prestressed anchor, described PVC sleeve pipe lower end arranges a bit of heat-shrink tube, and the heat-shrink tube after heating shrinks the gap of shutoff PVC sleeve pipe and prestressed anchor.
In a preferred embodiment of the present utility model, described PVC cannula tip is placed in the bolt hole of upper flange, and apart from the bolt hole end face 5-10mm of upper flange.
In a preferred embodiment of the present utility model, in positioning anchor cage, be provided with four location lacing wires with flower basket bolt, for location and the regulating action of anchor cage.
In a preferred embodiment of the present utility model, described lower flange carrying bolt comprises an injection bar, and the bool being connected with injection bar, and described bool is a semiarc shape.
By technique scheme, the beneficial effects of the utility model are:
Upper flange of the present utility model and lower flange are one-body molded, need not on-the-spot splice; And on upper flange, be provided with nylon adjusting nut, and support upper flange and carry out the leveling work of upper flange plate with nylon adjusting nut, reduced so on-the-spot construction sequence, reach construction more convenient; Have simple in structure, the feature of easy construction.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described below, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is partial enlarged drawing of the present utility model.
Fig. 3 is the scheme of installation of prestressed anchor of the present utility model.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach object and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
With reference to Fig. 1, Fig. 2 and Fig. 3, tower basis is adjustable positioning anchor cage, comprising:
One upper flange 100, one lower flanges 200, and run through the anchor pole 300 of upper flange 100 and lower flange 200, and upper and lower flange 100,200 is concentric with basis;
One arranges the built-in fitting fixing hole 201 on lower flange 200, and lower flange carrying bolt 204 runs through built-in fitting fixing hole 201 afterwards and built-in fitting 400 is located by connecting, and built-in fitting is the fixture in a Transducers Embedded in Concrete.
Anchor pole 300 is by several parallel arrangements, and the prestressed anchor 301 being fixed on upper and lower flange forms, and the lower end of prestressed anchor 301 connects a half-nut 302, and upper end connects a nylon adjusting nut 303, and nylon adjusting nut 303 is close to upper flange lower end;
Wherein prestressed anchor 301 upper ends are a conehead, are generally 45 ° of pointed cones 304; Prestressed anchor 301 lower ends are butt end 305.
A sheathed PVC sleeve pipe 500 on prestressed anchor 301, PVC sleeve pipe 500 lower ends arrange a bit of heat-shrink tube 600, and the heat-shrink tube 600 after heating shrinks the gap of shutoff PVC sleeve pipe and prestressed anchor; PVC sleeve pipe 500 tops are placed in the bolt hole of upper flange 100, and apart from the bolt hole 102 end face 5-10mm of upper flange.
In positioning anchor cage, be provided with four location lacing wires with flower basket bolt, for location and the regulating action of anchor cage.
Lower flange carrying bolt 204 comprises a bolt 205, and a built-in fitting 206 being connected with bolt 205, and built-in fitting 206 is a semiarc shape, and radian is 30 degree.
Concrete mounting process of the present utility model is as follows:
The installation of lower flange: according to the requirement of prestressed anchor foundation drawing, whether built-in fitting quantity, size and the position of checking installation lower flange be correct.
First, select suitable crane, after lower flange is sling, slowly move to 300mm place, built-in fitting top and stop, first lower flange carrying bolt correspondence is penetrated in the screw on lower flange, lower flange is respectively put a nut up and down, adds a pad on the nut below lower flange.Inside and outside carrying bolt is aimed at after built-in fitting, and crane is placed on lower flange on built-in fitting.The distance that on lower flange, plane arrives built-in fitting is according to basic Design Requirement Drawing.The corresponding base center, center of lower flange, permission maximum deviation is 5mm;
Then, by lower flange carrying bolt and corresponding built-in fitting firm welding, foot welding height is not less than 6mm.
Finally, regulate carrying bolt, make lower flange reach layout design absolute altitude, and the levelness of lower flange is no more than 3mm.
The installation of anchor pole: all prestressed anchor is put neatly, and the half-nut of blackout of screwing in the lower end of prestressed anchor (butt end), blackening process can play effect antirust and attractive in appearance;
The lower end of prestressed anchor to half-nut has a segment distance, then PVC sleeve pipe (length by drawing) is inserted in to anchor pole, then heat-shrink tube is enclosed within on PVC sleeve pipe;
In the upper end of prestressed anchor (conehead end), be screwed into nylon adjusting nut (not allowing to use steel nut),
The installation of upper flange
With crane, by the upper flange certain altitude of slinging, the upper and lower station of the side people near foundation ditch limit, then on the inside and outside bolt hole of upper flange, uniform symmetry is put on prestressed anchor, and prestressed anchor is with temporary steel nut after penetrating upper flange.
After prestressed anchor is put on, crane slowly sling upper flange and location anchor pole, move to directly over lower flange, prestressed anchor is penetrated in corresponding lower flange bolt hole, below lower flange, after shell tool, tighten the whole nut of blackout (must not misuse Dacroment nut).Nut screwing clamping moment requires as 300Nm.
Fixed one of (on natural terrace surface) every 60 ° of positions, blower foundation outside, then with the dilatory rope that flower basket bolt is housed, upper flange is connected with stake, regulate the flower basket bolt of four direction, (center line above, lower flange bolt hole is benchmark with one heart to make upper and lower flange, with transit, survey verticality, survey altogether 4 points, every 90 ° of points, make upper and lower flange concentric, should meet≤3mm of concentricity allowable variation).
After upper and lower flange is concentric, adjust the levelness of upper flange: the levelness of measuring plane shell ring docking region on prestressed anchor place upper flange, regulate nylon nut and temporary steel nut to make plane on upper flange reach layout design absolute altitude, before should meet≤1.5mm(of upper flange levelness concreting).
After adjustment finishes, every PVC sleeve pipe upper end is penetrated to the interior about 5-15mm left and right of stomidium (forbidding PVC sleeve pipe to pass plane on upper flange) under upper flange, then with the heat-shrink tube at alcohol blast burner heating PVC sleeve port place, make it shrink the gap of shutoff PVC sleeve pipe and anchor pole.
After adjustment finishes, strengthen the adjustable positioning anchor cage in tower basis with 4 reinforcing bars (both direction, each direction are cross).The welding of reinforcing bar upper end and upper flange, weld with basic built-in fitting lower end, and in the joint firm welding of 4 reinforcing bars, strengthen the resistance to overturning of the adjustable positioning anchor cage in tower basis.
After reinforcing bar binding, formwork, before concreting, should check the levelness of upper flange, reach after requirement, can fluid concrete.
Concrete should adopt poker vibrator to vibrate, and discharges air, guarantees concrete vibrating closely knit (the every layer of thickness that vibrates of every rod that vibrates should not be greater than 300mm).Should pay attention to especially the concrete pouring quality in upper flange below and lower flange top, should vibrate in the each interval of upper and lower flange anchor pole.During concreting, should prevent that template is subjected to displacement or tilts, avoid occurring running pulp (recommendation steel template).
In sum, in actual use, owing to adopting anchor slab and lower anchor slab in segmented, in segmented, anchor slab and lower anchor slab need to carry out scene and splice, and the job site duration is easily incured loss through delay, and differ and reach surely very high precision; And adjustable crab-bolt support is installed, the anchor cage level in site operation process is regulated, complex structure, and in connection segment formula, crab-bolt sleeve pipe is used in the crab-bolt outside of anchor slab and lower anchor slab;
Upper flange of the present utility model and lower flange are one-body molded, need not on-the-spot splice; And on upper flange, be provided with nylon adjusting nut, and support upper flange and carry out the leveling work of upper flange plate with nylon adjusting nut, reduced so on-the-spot construction sequence, reach construction more convenient; Have simple in structure, the feature of easy construction.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that in above-described embodiment and manual, describes just illustrates principle of the present utility model; do not departing under the prerequisite of the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (10)
1. the adjustable positioning anchor cage in tower basis, is characterized in that, comprising:
One upper flange, a lower flange, and run through the anchor pole of upper flange and lower flange, and described upper and lower flange is concentric with basis;
One arranges the built-in fitting fixing hole on lower flange, and lower flange carrying bolt is located by connecting with built-in fitting after running through built-in fitting fixing hole,
Described anchor pole is by several parallel arrangements, and the prestressed anchor being fixed on upper and lower flange forms, and the lower end of described prestressed anchor connects a half-nut, and upper end connects a nylon adjusting nut, and described nylon adjusting nut is close to upper flange lower end.
2. the adjustable positioning anchor cage in tower basis according to claim 1, it is characterized in that: the top of described prestressed anchor and upper flange junction arranges a temporary steel nut, regulate described nylon adjusting nut and temporary steel nut to make plane on upper flange reach design elevation.
3. the adjustable positioning anchor cage in tower basis according to claim 1, is characterized in that: described prestressed anchor upper end is a conehead, described conehead is 45 ° of pointed cones; Prestressed anchor lower end is butt end.
4. the adjustable positioning anchor cage in tower basis according to claim 1, is characterized in that: the blackout half-nut that described half-nut is treated mistake.
5. the adjustable positioning anchor cage in tower basis according to claim 1, is characterized in that: described upper flange is one-body molded, and described upper flange comprises a loop type flange body, and on described loop type flange body, interval arranges several equally distributed bolts hole.
6. the adjustable positioning anchor cage in tower basis according to claim 1, it is characterized in that: described lower flange is one-body molded, described lower flange comprises a loop type flange body, on described loop type flange body, interval arranges several equally distributed bolts hole, built-in fitting fixing hole occurs in pairs, is arranged at bolt hole both sides.
7. the adjustable positioning anchor cage in tower basis according to claim 1, it is characterized in that: a sheathed PVC sleeve pipe on described prestressed anchor, described PVC sleeve pipe lower end arranges a bit of heat-shrink tube, and the heat-shrink tube after heating shrinks the gap of shutoff PVC sleeve pipe and prestressed anchor.
8. the adjustable positioning anchor cage in tower basis according to claim 7, is characterized in that: described PVC cannula tip is placed in the bolt hole of upper flange, and apart from the bolt hole end face 5-10mm of upper flange.
9. the adjustable positioning anchor cage in tower basis according to claim 1, is characterized in that: in positioning anchor cage, be provided with four location lacing wires with flower basket bolt, for location and the regulating action of anchor cage.
10. the adjustable positioning anchor cage in tower basis according to claim 1, is characterized in that: described lower flange carrying bolt comprises an injection bar, and the bool being connected with injection bar, and described bool is a semiarc shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320811367.2U CN203583512U (en) | 2013-12-10 | 2013-12-10 | Tower type foundation-adjustable positioning anchor cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320811367.2U CN203583512U (en) | 2013-12-10 | 2013-12-10 | Tower type foundation-adjustable positioning anchor cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203583512U true CN203583512U (en) | 2014-05-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320811367.2U Expired - Lifetime CN203583512U (en) | 2013-12-10 | 2013-12-10 | Tower type foundation-adjustable positioning anchor cage |
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| Country | Link |
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| CN (1) | CN203583512U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612455A (en) * | 2015-03-04 | 2015-05-13 | 陈宝民 | Integrated structure of concrete tower drum and foundation of fan |
| CN104762987A (en) * | 2015-03-12 | 2015-07-08 | 成都迅德科技有限公司 | Anchor rod foundation structure |
| CN105672343A (en) * | 2016-02-17 | 2016-06-15 | 江苏海上龙源风力发电有限公司 | Mounting method of basic transition section of marine fan |
| CN105908772A (en) * | 2016-04-18 | 2016-08-31 | 中国能源建设集团广东省电力设计研究院有限公司 | Offshore wind turbine gravity type base, base system and gravity type base construction method |
| CN107190767A (en) * | 2017-07-27 | 2017-09-22 | 健安诚（内蒙古）新能源科技有限公司 | High-strength anchor bolt sub-assembly fixed system |
| CN107398552A (en) * | 2017-07-26 | 2017-11-28 | 中国二十冶集团有限公司 | Panoramic table auxiliary locator and its localization method |
| CN108999208A (en) * | 2018-08-02 | 2018-12-14 | 中国电建集团河南工程有限公司 | A kind of blower foundation anchor component construction method of installation |
| CN110219316A (en) * | 2019-07-03 | 2019-09-10 | 中南建设集团有限公司 | A kind of Bored Pile of Bridge anchoring device and its application method |
| CN115076038A (en) * | 2022-07-13 | 2022-09-20 | 中国电建集团贵阳勘测设计研究院有限公司 | Wind turbine generator set foundation ring positioning and mounting device and mounting method |
-
2013
- 2013-12-10 CN CN201320811367.2U patent/CN203583512U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612455A (en) * | 2015-03-04 | 2015-05-13 | 陈宝民 | Integrated structure of concrete tower drum and foundation of fan |
| CN104762987A (en) * | 2015-03-12 | 2015-07-08 | 成都迅德科技有限公司 | Anchor rod foundation structure |
| CN105672343A (en) * | 2016-02-17 | 2016-06-15 | 江苏海上龙源风力发电有限公司 | Mounting method of basic transition section of marine fan |
| CN105672343B (en) * | 2016-02-17 | 2019-08-02 | 江苏海上龙源风力发电有限公司 | A kind of offshore wind turbine foundation changeover portion installation method |
| CN105908772A (en) * | 2016-04-18 | 2016-08-31 | 中国能源建设集团广东省电力设计研究院有限公司 | Offshore wind turbine gravity type base, base system and gravity type base construction method |
| CN107398552A (en) * | 2017-07-26 | 2017-11-28 | 中国二十冶集团有限公司 | Panoramic table auxiliary locator and its localization method |
| CN107190767A (en) * | 2017-07-27 | 2017-09-22 | 健安诚（内蒙古）新能源科技有限公司 | High-strength anchor bolt sub-assembly fixed system |
| CN108999208A (en) * | 2018-08-02 | 2018-12-14 | 中国电建集团河南工程有限公司 | A kind of blower foundation anchor component construction method of installation |
| CN110219316A (en) * | 2019-07-03 | 2019-09-10 | 中南建设集团有限公司 | A kind of Bored Pile of Bridge anchoring device and its application method |
| CN115076038A (en) * | 2022-07-13 | 2022-09-20 | 中国电建集团贵阳勘测设计研究院有限公司 | Wind turbine generator set foundation ring positioning and mounting device and mounting method |
| CN115076038B (en) * | 2022-07-13 | 2024-05-31 | 中国电建集团贵阳勘测设计研究院有限公司 | Positioning and mounting device and method for foundation ring of wind turbine generator |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191205 Address after: 221002 1-9-916 / 917, Junsheng Plaza, No. 300, Zhongshan North Road, Gulou District, Xuzhou City, Jiangsu Province Patentee after: Jiangsu Ruida Amperex Technology Ltd. Address before: 017000, Ordos City, Dongsheng District, Tiexi the Inner Mongolia Autonomous Region District B myth 707 building materials room 1 Patentee before: Li Na |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140507 |
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| CX01 | Expiry of patent term |