CN201531020U - Blade drill pipe steel pile special for a surface solar power station - Google Patents
Blade drill pipe steel pile special for a surface solar power station Download PDFInfo
- Publication number
- CN201531020U CN201531020U CN2009202228958U CN200920222895U CN201531020U CN 201531020 U CN201531020 U CN 201531020U CN 2009202228958 U CN2009202228958 U CN 2009202228958U CN 200920222895 U CN200920222895 U CN 200920222895U CN 201531020 U CN201531020 U CN 201531020U
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- steel pipe
- steel
- drilling rod
- pipe
- power station
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 43
- 239000010959 steel Substances 0.000 title claims abstract description 43
- 238000010276 construction Methods 0.000 claims abstract description 17
- 238000005553 drilling Methods 0.000 claims description 29
- 239000002184 metal Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000000463 material Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 239000003673 groundwater Substances 0.000 abstract description 2
- 238000004062 sedimentation Methods 0.000 abstract description 2
- 230000002411 adverse Effects 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a blade drill pipe steel pile special for a surface solar power station, which is a steel pipe. One end of the steel pipe is of a conical shape, a crossed shape, a tooth arrangement shape or a straight shape, the other end of the steel pipe is welded with a bonding member, and spiral blades pass through a pipe body of the steel pipe. The blade drill pipe steel pile also comprises a steel pile connection member which is a steel pipe, both ends of the steel pipe are respectively welded with bonding members, and spiral blades pass through a pipe body of the steel pipe. The steel pile and the steel pipes of the connection members are covered by anti-corresion layers, and the diameter ranges from 50mm to 1500mm. The blade drill pipe steel pile has the advantages of simple material structure, low transportation cost, quick construction speed, less operation process, low labour force, low construction cost, short construction period, high strength of the steel pile, high load, small sedimentation and good anti-vibration property. The blade drill pipe steel pile is suitable to various geological environments, construction and quality can not be influenced by ground water, and construction can be implemented in winter and other adverse weathers without borrowing earth and damaging plants. The blade drill pipe steel pile is convenient to recover and to connect with standard and nonstandard brackets.
Description
Technical field
The utility model relates to a kind of foundation pile, relates in particular to a kind of earthbound solar energy power station special-purpose blade drilling rod piling bar that is exclusively used in.
Background technology
Solar power station generally is based upon the open field of open-air desert, known ground desert type solar-electricity stands in when beating foundation pile, construction sequence is loaded down with trivial details, the job site is dirty and messy, be to excavate foundation ditch at the scene, ram base, bury prefabricated concrete stake backfill original soil then underground, or on-the-spotly excavate assembling reinforcement cage and supporting template, job mix concrete casting and maintenance behind the foundation ditch.The construction period of known technology is very long, need long-term curing concrete, causes open-air material transportation tissue difficulty because of material is wide in variety, and logistics cost greatly, wild environment constructional difficulties, working area be big, the heavy damage vegetation.Can't construct by season and weather effect, be subject to special geologic condition and can't construct, the whole fund input of project strengthens.
The utility model content
The purpose of this utility model is to provide earthbound solar energy power station, a kind of earthbound solar energy power station special-purpose blade drilling rod piling bar, to overcome the defective that exists in the known technology.
For achieving the above object, earthbound solar energy provided by the invention power station special-purpose blade drilling rod piling bar is a steel pipe, one end of this steel pipe is the drill bit formula metal construction of taper, cross, tooth row's shape or in-line, fixedly connected flange of the other end of steel pipe or special-purpose connecting parts have provided the screw type blade on the body of steel pipe.
The utility model also comprises special-purpose blade drilling rod piling bar connector, this special use blade drilling rod piling bar connector is a steel pipe, each fixes a connecting parts (connecting parts can be structures such as flange, U-shaped structure or box section) two ends of this steel pipe, has provided the screw type blade on the body of steel pipe.
The steel pipe of the present utility model outside all is coated with anticorrosive coat.
The diameter range of steel pipe of the present utility model is 50mm-1500mm.
The beneficial effects of the utility model are, because of blade drilling rod piling bar has adopted the structure form of variable cross-section to satisfy distribution Regularity of Additional Stress and stress is shared the requirement of stiffness variation when, adjusted the effect between soil and the stake, stake side soil body stress is shared when, and the stress diffusance improves, stake end load reduces, and makes pile body stressed harmonious with earth stress.Special-purpose blade drilling rod piling bar has changed interactional pattern between the stake and the soil body, and the piling process king-pile side soil body is squeezed, compacted effect, and stake has constituted the mechanical type interlock with the pedosphere face, makes it have more firm characteristics.A piling back stake side soil body forms nut, and a pile body screw thread and the tight interlock of stake side soil nut further strengthen firm performance, unsinkability energy and the anti-pulling performance of blade drilling rod piling bar.
The utility model makes more simply that because of material structure cost of transportation significantly reduces; Do not need to repair on a large scale that soil, quick construction are convenient, construction sequence is few, the few characteristics of construction manpower will make construction period significantly shorten, it is with the obvious advantage to reduce construction costs, and can make the power station project run generating in advance, the shortening investment repayment phase; Foundation pile intensity height, load is big, sedimentation is little, shock resistance is good; Geological adaptability is good: adapt to multiple soil layer and comprise desert, grassland, beach, Gobi desert, severe cold areas permafrost region, lithostratigraphy, beach, shallow sea special geology environment such as (below 5 meters), construction and pile quality are not subjected to influence on groundwater; Climate adaptability is good: can reach in the winter time under the bad climate condition and construct; Environment protecting is good: do not fetch earth, pollution-free, do not destroy ecology and vegetation, when the power station operation finished back or other reasons end item, utilization was connected with pile body with pile driving equipment, by reverse rotation and lift and easily realize the conveniently purpose of recovery; Can connect standard and nonstandard support easily.
Description of drawings
Fig. 1 is an earthbound solar energy of the present utility model power station special-purpose blade jumper steel pilework schematic diagram.
Fig. 2 is an earthbound solar energy of the present utility model power station special-purpose blade drilling rod piling bar connecting parts structural representation, and shown connecting portion is a flange plate structure.
Fig. 3 is the earthbound solar energy of the present utility model power station special-purpose blade drilling rod piling bar structural representation of plugging into, and shown connecting parts is the U-shaped structure.
Fig. 4 is an earthbound solar energy of the present utility model power station special-purpose blade drilling rod piling bar connecting parts structural representation, and shown connecting parts is a square tube shape structure.
The specific embodiment
See also Fig. 1, the utility model adopts high-strength alloy steel pipe 1 as earthbound solar energy power station special-purpose blade drilling rod piling bar, and the diameter range of steel pipe 1 is 50mm-1500mm.Adopt known paint-on technique to coat one deck anticorrosive coat (not shown) on the outer surface of tube body of steel pipe 1, the lower end is a drill bit formula metal construction 2, this drill bit 2 can be made tapered, cross, tooth row type or yi word pattern according to different geological conditionss, and Fig. 1 is as demonstration example with taper bit.The other end of steel pipe 1 and a flange 3 fixing welding offer on this flange 3 for wearing the screw 4 that screw rod is used.On the body of steel pipe 1, connect ground (promptly from drill bit 2 to flange 3 places) screw type blade 5 is installed.
During use, drill bit 2 parts are inserted underground, and be fixed on rig etc. by the screw on the flange 34 and mechanically pierce underground.
Because piercing the underground degree of depth requires inconsistent, the utility model also provides a kind of blade drilling rod piling bar connector, this blade drilling rod piling bar connector be a steel pipe 1 ', each fixing welding one band screw 4 of the two ends of this steel pipe 1 ' flange 3 ', also provided on the body of steel pipe screw type blade 5 '.When concrete the use, when the length of blade drilling rod piling bar is not enough, with the flange 3 of blade drilling rod piling bar and the flange 3 of a wherein end of blade drilling rod piling bar connector ' pass screw 4 with bolt to fixedly connected the other end flange 3 of blade drilling rod piling bar connector ' be fixed on rig etc. mechanically.By that analogy, according to piercing underground degree of depth requirement, connect some anchor pole foundation pile connectors, to reach the degree of depth that pierces.
Earthbound solar energy of the present utility model power station special-purpose blade drilling rod piling bar, when having single pile of one's own need not connector, the stake tip designs of earthbound solar energy power station special-purpose blade drilling rod piling bar can be become U-shaped structure 3 "; or be designed to as shown in Figure 4 square tube shape structure 3 ' ", with square pullover being connected of convenient and pile driving equipment, also can make things convenient for connection standard and nonstandard mounting system behind the formation pile body.
Claims (6)
1. an earthbound solar energy power station special-purpose blade drilling rod piling bar is characterized in that mainly comprise: a steel pipe, an end of this steel pipe are drill bit formula metal construction, and the fixing welding of the other end of steel pipe one connecting parts has provided the screw type blade on the body of steel pipe.
2. earthbound solar energy as claimed in claim 1 power station special-purpose blade drilling rod piling bar is characterized in that, described drill bit formula metal construction is taper, cross, tooth row's shape or in-line.
3. earthbound solar energy as claimed in claim 1 power station special-purpose blade drilling rod piling bar, it is characterized in that, comprise several special-purpose blade drilling rod piling bar connectors, this special use blade drilling rod piling bar connector is a steel pipe, each fixing welding one connecting parts of the two ends of this steel pipe has provided the screw type blade on the body of steel pipe.
4. as the special-purpose blade drilling rod of claim 1 or 3 described earthbound solar energy power stations piling bar, it is characterized in that the described steel pipe outside all is coated with anticorrosive coat.
5. earthbound solar energy as claimed in claim 1 power station special-purpose blade drilling rod piling bar is characterized in that the diameter of described steel pipe is 50mm-1500mm.
6. earthbound solar energy as claimed in claim 1 power station special-purpose blade drilling rod piling bar is characterized in that described connecting parts is structures such as flange, U-shaped structure or box section.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009202228958U CN201531020U (en) | 2009-09-23 | 2009-09-23 | Blade drill pipe steel pile special for a surface solar power station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009202228958U CN201531020U (en) | 2009-09-23 | 2009-09-23 | Blade drill pipe steel pile special for a surface solar power station |
Publications (1)
Publication Number | Publication Date |
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CN201531020U true CN201531020U (en) | 2010-07-21 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2009202228958U Expired - Fee Related CN201531020U (en) | 2009-09-23 | 2009-09-23 | Blade drill pipe steel pile special for a surface solar power station |
Country Status (1)
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CN (1) | CN201531020U (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101975031A (en) * | 2010-10-26 | 2011-02-16 | 湖南山河智能机械股份有限公司 | Spiral ground pile driving coupling device |
CN102312426A (en) * | 2011-07-12 | 2012-01-11 | 苗启松 | Prefabricated rotary drilling compound pile and construction method thereof |
CN102330430A (en) * | 2011-07-18 | 2012-01-25 | 上海市隧道工程轨道交通设计研究院 | Construction method for prefabricated building enclosure of deep foundation pit in low-temperature environment construction |
CN102454169A (en) * | 2010-10-28 | 2012-05-16 | 上海航天汽车机电股份有限公司太阳能系统工程分公司 | Solar photovoltaic power station foundation construction method |
CN102926386A (en) * | 2012-10-24 | 2013-02-13 | 常州工学院 | Piling auxiliary device and method of use thereof |
CN102943622A (en) * | 2012-11-27 | 2013-02-27 | 恒天九五重工有限公司 | Support with fixable front end for horizontal directional drilling machine |
CN103510508A (en) * | 2012-06-20 | 2014-01-15 | 上海太阳能科技有限公司 | Foundation steel pile for solar photovoltaic power station |
CN103510516A (en) * | 2012-09-18 | 2014-01-15 | 鹤山市运通新能源科技有限公司 | Earth anchor for solar photovoltaic power generating device |
CN107524139A (en) * | 2017-09-29 | 2017-12-29 | 张玉榕 | A kind of assembled steel pipe concrete-pile |
CN107604906A (en) * | 2017-09-29 | 2018-01-19 | 张玉榕 | The stake of assembled steel pipe regeneration concrete and the assembling structure of reinforced beam |
CN112211190A (en) * | 2020-09-23 | 2021-01-12 | 国网江苏省电力有限公司连云港供电分公司 | FRP sleeve and steel pipe prefabricated assembled combined spiral pile and pile forming method |
-
2009
- 2009-09-23 CN CN2009202228958U patent/CN201531020U/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101975031A (en) * | 2010-10-26 | 2011-02-16 | 湖南山河智能机械股份有限公司 | Spiral ground pile driving coupling device |
CN102454169A (en) * | 2010-10-28 | 2012-05-16 | 上海航天汽车机电股份有限公司太阳能系统工程分公司 | Solar photovoltaic power station foundation construction method |
CN102312426B (en) * | 2011-07-12 | 2013-09-04 | 苗启松 | Prefabricated rotary drilling compound pile and construction method thereof |
CN102312426A (en) * | 2011-07-12 | 2012-01-11 | 苗启松 | Prefabricated rotary drilling compound pile and construction method thereof |
CN102330430A (en) * | 2011-07-18 | 2012-01-25 | 上海市隧道工程轨道交通设计研究院 | Construction method for prefabricated building enclosure of deep foundation pit in low-temperature environment construction |
CN103510508A (en) * | 2012-06-20 | 2014-01-15 | 上海太阳能科技有限公司 | Foundation steel pile for solar photovoltaic power station |
CN103510508B (en) * | 2012-06-20 | 2015-10-28 | 上海太阳能科技有限公司 | Solar photovoltaic power plant foundation steel pile |
CN103510516A (en) * | 2012-09-18 | 2014-01-15 | 鹤山市运通新能源科技有限公司 | Earth anchor for solar photovoltaic power generating device |
CN102926386A (en) * | 2012-10-24 | 2013-02-13 | 常州工学院 | Piling auxiliary device and method of use thereof |
CN102943622A (en) * | 2012-11-27 | 2013-02-27 | 恒天九五重工有限公司 | Support with fixable front end for horizontal directional drilling machine |
CN107524139A (en) * | 2017-09-29 | 2017-12-29 | 张玉榕 | A kind of assembled steel pipe concrete-pile |
CN107604906A (en) * | 2017-09-29 | 2018-01-19 | 张玉榕 | The stake of assembled steel pipe regeneration concrete and the assembling structure of reinforced beam |
CN112211190A (en) * | 2020-09-23 | 2021-01-12 | 国网江苏省电力有限公司连云港供电分公司 | FRP sleeve and steel pipe prefabricated assembled combined spiral pile and pile forming method |
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Legal Events
Date | Code | Title | Description |
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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: 20100721 Termination date: 20170923 |