CN111779017A - Wind power foundation structure based on double-corrugated steel cylinder forming - Google Patents
Wind power foundation structure based on double-corrugated steel cylinder forming Download PDFInfo
- Publication number
- CN111779017A CN111779017A CN202010533680.9A CN202010533680A CN111779017A CN 111779017 A CN111779017 A CN 111779017A CN 202010533680 A CN202010533680 A CN 202010533680A CN 111779017 A CN111779017 A CN 111779017A
- Authority
- CN
- China
- Prior art keywords
- steel cylinder
- corrugated steel
- supporting rod
- sliding groove
- spring
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Wind Motors (AREA)
Abstract
The invention relates to the technical field of wind power infrastructure accessories, in particular to a wind power infrastructure formed based on a double corrugated steel cylinder, which can be used for conveniently concentrically adjusting a first corrugated steel cylinder and a second corrugated steel cylinder; comprises a first corrugated steel cylinder and a second corrugated steel cylinder; still include first left fixed column, first right fixed column, second left fixed column, second right fixed column, first left spring, first right spring, second left spring, second right spring, first left branch vaulting pole, first right branch vaulting pole, second left branch vaulting pole and second right branch vaulting pole, first left fixed column and second left fixed column left side wall central zone are provided with first left sliding tray and second left sliding tray respectively, first right fixed column and second right fixed column right side wall central zone are provided with first right sliding tray and second right sliding tray respectively.
Description
Technical Field
The invention relates to the technical field of wind power infrastructure accessories, in particular to a wind power infrastructure formed based on a double-corrugated steel cylinder.
Background
As is well known, a wind power infrastructure formed based on a double-corrugated steel cylinder is an auxiliary device for supporting and fixing a wind turbine generator, and is widely used in the field of wind power infrastructure; the existing wind power foundation structure formed based on the double-corrugated steel cylinder comprises a first corrugated steel cylinder and a second corrugated steel cylinder; when the existing wind power foundation structure formed based on the double corrugated steel cylinder is used, the caliber of the second corrugated steel cylinder is smaller than that of the first corrugated steel cylinder, the second corrugated steel cylinder is placed in the first corrugated steel cylinder, the first corrugated steel cylinder and the second corrugated steel cylinder are concentric, and concrete is filled in an interlayer formed between the first corrugated steel cylinder and the second corrugated steel cylinder to form a steel-concrete structure; present wind-powered electricity generation infrastructure based on double corrugated steel cylinder shaping discovers in using, and is comparatively difficult when carrying out concentric regulation to first corrugated steel cylinder and second corrugated steel cylinder, leads to its convenience of use relatively poor.
Disclosure of Invention
In order to solve the technical problems, the invention provides a wind power foundation structure formed based on a double-corrugated steel cylinder, which can facilitate concentric adjustment of a first corrugated steel cylinder and a second corrugated steel cylinder and improve the use convenience.
The invention discloses a wind power foundation structure formed based on a double-corrugated steel cylinder, which comprises a first corrugated steel cylinder and a second corrugated steel cylinder; the corrugated steel cylinder is positioned in the first corrugated steel cylinder, the right ends of the first left fixing column and the second left fixing column are respectively connected with the upper half area and the lower half area of the left side wall of the second corrugated steel cylinder, the central areas of the left side walls of the first left fixing column and the second left fixing column are respectively provided with a first left sliding groove and a second left sliding groove, the right ends of the first left supporting rod and the second left supporting rod respectively extend into the first left sliding groove and the second left sliding groove, the left ends of the first left spring and the second left spring are respectively connected with the central areas of the right side walls of the first left supporting rod and the second left supporting rod, the right ends of the first left spring and the second left spring are respectively connected with the central areas of the right side walls in the first left sliding groove and the second left sliding groove, the left ends of the first left supporting rod and the second right supporting rod are respectively contacted with the left side wall in the first corrugated steel cylinder, the left ends of the first right fixing column and the second right fixing column are respectively connected with the upper half area and the lower half area of the right side wall of the second corrugated steel cylinder, the central areas of the right side walls of the first right fixing column and the second right fixing column are respectively provided with a first right sliding groove and a second right sliding groove, the left ends of the first right supporting rod and the second right supporting rod respectively extend into the first right sliding groove and the second right sliding groove, the left ends of the first right spring and the second right spring are respectively connected with the central areas of the left side walls in the first right sliding groove and the second right sliding groove, and the right ends of the first right spring and the second right spring are respectively connected with the central areas of the left side walls of the first right supporting rod and the second right supporting rod.
The invention relates to a wind power foundation structure formed based on a double-corrugated steel cylinder, which further comprises a first left limiting block, a first right limiting block, a second left limiting block and a second right limiting block, wherein the top side walls of the first left sliding groove and the second left sliding groove are respectively provided with a first left limiting groove and a second left limiting groove, the top ends of the first left limiting block and the second left limiting block are respectively fixed in the first left limiting groove and the second left limiting groove in a sliding way, the bottom ends of the first left limiting block and the second left limiting block are respectively connected with the top ends of the first supporting rod and the second supporting rod, the top side walls in the first right sliding groove and the second right sliding groove are respectively provided with a first right limiting groove and a second right limiting groove, the top ends of the first right limiting block and the second right limiting block are respectively fixed in the first right limiting groove and the second right limiting groove in a sliding mode, and the bottom ends of the first right limiting block and the second right limiting block are respectively connected with the top ends of the first right supporting rod and the second right supporting rod.
The wind power foundation structure formed based on the double-corrugated steel cylinder further comprises a left reinforcing rod and a right reinforcing rod, wherein the top end and the bottom end of the left reinforcing rod are respectively connected with the bottom end of the first left fixing column and the top end of the second left fixing column, and the top end and the bottom end of the right reinforcing rod are respectively connected with the bottom end of the first right fixing column and the top end of the second right fixing column.
According to the wind power foundation structure formed based on the double-corrugated steel cylinder, the left ends of the first left fixing column and the second left fixing column are respectively provided with the first left steel ball and the second left steel ball in a rotating mode, the first left steel ball and the second left steel ball are both in contact with the left side wall in the first corrugated steel cylinder, the right ends of the first right fixing column and the second right fixing column are respectively provided with the first right steel ball and the second right steel ball in a rotating mode, and the first right steel ball and the second right steel ball are both in contact with the right side wall in the first corrugated steel cylinder.
The wind power foundation structure formed based on the double corrugated steel cylinder further comprises a left bottom plate and a right bottom plate, wherein the left end of the left bottom plate and the right end of the right bottom plate are respectively connected with the lower half area of the inner left side wall and the inner right side wall of the first corrugated steel cylinder, and the bottom end of the second corrugated steel cylinder is respectively contacted with the top ends of the left bottom plate and the right bottom plate.
The wind power foundation structure formed based on the double-corrugated steel cylinder further comprises a left handle and a right handle, and the right end of the left handle and the left end of the right handle are respectively connected with the upper half areas of the left side wall and the right side wall of the first corrugated steel cylinder.
The wind power foundation structure formed based on the double-corrugated steel cylinder further comprises a left handle and a right handle, wherein the right end of the left handle and the left end of the right handle are respectively connected with the upper half areas of the left side wall and the right side wall of the second corrugated steel cylinder.
According to the wind power foundation structure formed based on the double-corrugated steel cylinder, the central areas of the outer side walls of the left handle and the right handle are respectively provided with the left anti-skid pad and the right anti-skid pad.
Compared with the prior art, the invention has the beneficial effects that: when the second corrugated steel cylinder is placed in the first corrugated steel cylinder, because the first left support rod and the second left support rod can respectively slide in the first left sliding groove and the second left sliding groove, the first left support rod and the second left support rod can support the left end of the second corrugated steel cylinder, because the first right support rod and the second right support rod can respectively slide in the first right sliding groove and the second right sliding groove, the first right support rod and the second right support rod can support the right end of the second corrugated steel cylinder, the longitudinal sections of the first left support rod, the first right support rod, the second left support rod and the second right support rod are square, the elasticity of the first left spring, the first right spring, the second left spring and the second right spring is the same, and the second corrugated steel cylinder can be centered through the elastic action of the first left spring, the first right spring, the second left spring and the second right spring, the first corrugated steel cylinder and the second corrugated steel cylinder are convenient to concentrically adjust, and the use convenience is improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1;
FIG. 3 is an enlarged view of a portion B of FIG. 1; .
FIG. 4 is a schematic left side view of the connection of the first support bar and the first fixed post;
in the drawings, the reference numbers: 1. a first corrugated steel cylinder; 2. a second corrugated steel cylinder; 3. a first left stationary post; 4. a first right fixed column; 5. a second left stationary post; 6. a second right fixed column; 7. a first left spring; 8. a first right spring; 9. a second left spring; 10. a second right spring; 11. a first left support bar; 12. a first right support bar; 13. a second left support bar; 14. a second right support bar; 15. a first left stopper; 16. a first right stopper; 17. a second left limiting block; 18. a second right stopper; 19. a left reinforcement bar; 20. a right reinforcing rod; 21. a first left steel ball; 22. a second left steel ball; 23. a first right steel ball; 24. a second right steel ball; 25. a left bottom plate; 26. a right base plate; 27. a left handle; 28. a right handle; 29. a left handle; 30. a right handle; 31. a left non-slip mat; 32. and a right non-slip mat.
Detailed Description
The following detailed description of embodiments of the present invention is provided in connection with the accompanying drawings and examples. The following examples are intended to illustrate the invention but are not intended to limit the scope of the invention.
As shown in fig. 1 to 4, the wind power infrastructure based on the double corrugated steel cylinder forming of the present invention includes a first corrugated steel cylinder 1 and a second corrugated steel cylinder 2; the corrugated steel cylinder is characterized by further comprising a first left fixing column 3, a first right fixing column 4, a second left fixing column 5, a second right fixing column 6, a first left spring 7, a first right spring 8, a second left spring 9, a second right spring 10, a first left supporting rod 11, a first right supporting rod 12, a second left supporting rod 13 and a second right supporting rod 14, wherein the second corrugated steel cylinder 2 is positioned in the first corrugated steel cylinder 1, the right ends of the first left fixing column 3 and the second left fixing column 5 are respectively connected with the upper half area and the lower half area of the left side wall of the second corrugated steel cylinder 2, the central areas of the left side walls of the first left fixing column 3 and the second left fixing column 5 are respectively provided with a first left sliding groove and a second left sliding groove, the right ends of the first left supporting rod 11 and the second left supporting rod 13 respectively extend into the first left sliding groove and the second left sliding groove, the left ends of the first left spring 7 and the second left spring 9 are respectively connected with the central areas of the right side walls of the first left supporting rod 11 and the second left supporting rod 13, the right ends of a first left spring 7 and a second left spring 9 are respectively connected with the central areas of the right side walls in the first left sliding groove and the second left sliding groove, the left ends of a first left supporting rod 11 and a second right supporting rod 14 are respectively contacted with the left side wall in the first corrugated steel cylinder 1, the left ends of a first right fixing column 4 and a second right fixing column 6 are respectively connected with the upper half area and the lower half area of the right side wall of the second corrugated steel cylinder 2, the central areas of the right side walls of the first right fixing column 4 and the second right fixing column 6 are respectively provided with a first right sliding groove and a second right sliding groove, the left ends of the first right supporting rod 12 and the second right supporting rod 14 respectively extend into the first right sliding groove and the second right sliding groove, the left ends of the first right spring 8 and the second right spring 10 are respectively connected with the central areas of the left side walls in the first right sliding groove and the second right sliding groove, and the right ends of the first right spring 8 and the second right spring 10 are respectively connected with the central areas of the left side walls in the first right supporting rod 12 and the second right supporting rod 14; when the second corrugated steel cylinder is placed in the first corrugated steel cylinder, because the first left support rod and the second left support rod can respectively slide in the first left sliding groove and the second left sliding groove, the first left support rod and the second left support rod can support the left end of the second corrugated steel cylinder, because the first right support rod and the second right support rod can respectively slide in the first right sliding groove and the second right sliding groove, the first right support rod and the second right support rod can support the right end of the second corrugated steel cylinder, the longitudinal sections of the first left support rod, the first right support rod, the second left support rod and the second right support rod are square, the elasticity of the first left spring, the first right spring, the second left spring and the second right spring is the same, and the second corrugated steel cylinder can be centered through the elastic action of the first left spring, the first right spring, the second left spring and the second right spring, the first corrugated steel cylinder and the second corrugated steel cylinder are convenient to concentrically adjust, and the use convenience is improved.
The invention relates to a wind power foundation structure formed based on a double-corrugated steel cylinder, which further comprises a first left limiting block 15 and a first right limiting block 16, a second left limiting block 17 and a second right limiting block 18, wherein the top side walls in the first left sliding groove and the second left sliding groove are respectively provided with a first left limiting groove and a second left limiting groove, the top ends of the first left limiting block 15 and the second left limiting block 17 are respectively fixed in the first left limiting groove and the second left limiting groove in a sliding manner, the bottom ends of the first left limiting block 15 and the second left limiting block 17 are respectively connected with the top ends of the first supporting rod and the second supporting rod, the top side walls in the first right sliding groove and the second right sliding groove are respectively provided with a first right limiting groove and a second right limiting groove, the top ends of the first right limiting block 16 and the second right limiting block 18 are respectively fixed in the first right limiting groove and the second right limiting groove in a sliding manner, and the bottom ends of the first right limiting block 16 and the second right limiting block 18 are respectively connected with the top ends of the first right supporting rod 12 and the second right supporting rod 14; the first left limiting block and the first right limiting block can limit the first left supporting rod and the first right supporting rod respectively, the second left limiting block and the second right limiting block can limit the second left supporting rod and the second right supporting rod respectively, and the use safety is improved.
The wind power foundation structure formed based on the double-corrugated steel cylinder further comprises a left reinforcing rod 19 and a right reinforcing rod 20, wherein the top end and the bottom end of the left reinforcing rod 19 are respectively connected with the bottom end of the first left fixing column 3 and the top end of the second left fixing column 5, and the top end and the bottom end of the right reinforcing rod 20 are respectively connected with the bottom end of the first right fixing column 4 and the top end of the second right fixing column 6; left side anchor strut can support first left fixed column and second left fixed column, and right anchor strut can support first right fixed column and second right fixed column, improves and uses the reliability.
According to the wind power foundation structure formed based on the double corrugated steel cylinder, the left ends of a first left fixing column 3 and a second left fixing column 5 are respectively provided with a first left steel ball 21 and a second left steel ball 22 in a rotatable mode, the first left steel ball 21 and the second left steel ball 22 are both in contact with the inner left side wall of the first corrugated steel cylinder 1, the right ends of a first right fixing column 4 and a second right fixing column 6 are respectively provided with a first right steel ball 23 and a second right steel ball 24 in a rotatable mode, and the first right steel ball 23 and the second right steel ball 24 are both in contact with the inner right side wall of the first corrugated steel cylinder 1; the first left steel ball and the first right steel ball can respectively reduce the frictional resistance of the first left supporting rod and the first right supporting rod, the second left steel ball and the second right steel ball can respectively reduce the frictional resistance of the second left supporting rod and the second right supporting rod, and the use smoothness is improved.
The wind power foundation structure formed based on the double corrugated steel cylinder further comprises a left bottom plate 25 and a right bottom plate 26, wherein the left end of the left bottom plate 25 and the right end of the right bottom plate 26 are respectively connected with the lower half area of the inner left side wall and the inner right side wall of the first corrugated steel cylinder 1, and the bottom end of the second corrugated steel cylinder 2 is respectively contacted with the top ends of the left bottom plate 25 and the right bottom plate 26; left side bottom plate and right bottom plate can carry out the bearing to the corrugated steel cylinder of second, improve and use the reliability.
The wind power foundation structure formed based on the double-corrugated steel cylinder further comprises a left handle 27 and a right handle 28, wherein the right end of the left handle 27 and the left end of the right handle 28 are respectively connected with the upper half areas of the left side wall and the right side wall of the first corrugated steel cylinder 1; left handle and right handle can be convenient for the staff and remove a corrugated steel cylinder, improve the convenience of use.
The wind power foundation structure formed based on the double-corrugated steel cylinder further comprises a left handle 29 and a right handle 30, wherein the right end of the left handle 29 and the left end of the right handle 30 are respectively connected with the upper half areas of the left side wall and the right side wall of the second corrugated steel cylinder 2; the left handle and the right handle can be convenient for the staff to remove the second corrugated steel cylinder, and the use convenience is improved.
According to the wind power foundation structure formed based on the double-corrugated steel cylinder, the central areas of the outer side walls of the left handle 29 and the right handle 30 are respectively provided with the left anti-skid pad 31 and the right anti-skid pad 32; left slipmat and right slipmat can protect staff's palm, improve the safety in utilization.
When the wind power foundation structure formed based on the double-corrugated steel cylinder works, when a second corrugated steel cylinder is placed inside the first corrugated steel cylinder, the first left supporting rod and the second left supporting rod can respectively slide in the first left sliding groove and the second left sliding groove, the first left supporting rod and the second left supporting rod can support the left end of the second corrugated steel cylinder, the first right supporting rod and the second right supporting rod can respectively slide in the first right sliding groove and the second right sliding groove, the first right supporting rod and the second right supporting rod can support the right end of the second corrugated steel cylinder, the longitudinal sections of the first left supporting rod, the first right supporting rod, the second left supporting rod and the second right supporting rod are square, the elasticity of the first left spring, the first right spring, the second left spring and the second right spring is the same, and the first left spring, the first right spring, the second left spring and the second right spring are connected through the first left spring, the first right spring, the first left spring, the second right spring, the second left supporting rod and, The second left spring and the second right spring have elastic effects, so that the second corrugated steel cylinder can be centered, the first corrugated steel cylinder and the second corrugated steel cylinder can be concentrically adjusted, and the use convenience is improved; the first left limiting block and the first right limiting block can limit the first left supporting rod and the first right supporting rod respectively, and the second left limiting block and the second right limiting block can limit the second left supporting rod and the second right supporting rod respectively, so that the use safety is improved; the left reinforcing rod can support the first left fixing column and the second left fixing column, and the right reinforcing rod can support the first right fixing column and the second right fixing column, so that the use reliability is improved; the first left steel ball and the first right steel ball can respectively reduce the friction resistance of the first left supporting rod and the first right supporting rod, and the second left steel ball and the second right steel ball can respectively reduce the friction resistance of the second left supporting rod and the second right supporting rod, so that the use smoothness is improved; the left bottom plate and the right bottom plate can support the second corrugated steel cylinder, so that the use reliability is improved; the left handle and the right handle can facilitate workers to move the first corrugated steel cylinder, so that the use convenience is improved; the left handle and the right handle can facilitate workers to move the second corrugated steel cylinder, so that the use convenience is improved; left slipmat and right slipmat can protect staff's palm, improve the safety in utilization.
According to the wind power foundation structure formed based on the double-corrugated steel cylinder, the installation mode, the connection mode or the arrangement mode of all the components are common mechanical modes, and the specific structures, models and coefficient indexes of all the components are self-contained technologies, so that the wind power foundation structure can be implemented as long as the beneficial effects of the wind power foundation structure can be achieved, and further description is omitted.
The invention relates to a wind power foundation structure formed based on a double-corrugated steel cylinder, which is characterized in that under the condition that the opposite explanation is not carried out, the directional terms "up, down, left, right, front, back, inside, and outside, and vertical and horizontal" included in the term merely represent the orientation of the term in the normal use state, or be a trivial term understood by those skilled in the art, and should not be considered as limiting the term, at the same time, the numerical terms "first," "second," and "third," etc. do not denote any particular quantity or order, but rather are used to distinguish one from another, furthermore, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements, but also includes other elements not expressly listed or inherent to such process, method, article, or apparatus.
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (8)
1. A wind power foundation structure formed based on a double-corrugated steel cylinder comprises a first corrugated steel cylinder (1) and a second corrugated steel cylinder (2); the corrugated steel cylinder is characterized by further comprising a first left fixing column (3), a first right fixing column (4), a second left fixing column (5), a second right fixing column (6), a first left spring (7), a first right spring (8), a second left spring (9), a second right spring (10), a first left supporting rod (11), a first right supporting rod (12), a second left supporting rod (13) and a second right supporting rod (14), wherein the second corrugated steel cylinder (2) is positioned in the first corrugated steel cylinder (1), the right ends of the first left fixing column (3) and the second left fixing column (5) are respectively connected with the upper half area and the lower half area of the left side wall of the second corrugated steel cylinder (2), the central areas of the left side walls of the first left fixing column (3) and the second left fixing column (5) are respectively provided with a first left sliding groove and a second left sliding groove, and the right ends of the first left supporting rod (11) and the second left supporting rod (13) respectively extend into the first left sliding groove and the second left sliding groove, the left ends of the first left spring (7) and the second left spring (9) are respectively connected with the central areas of the right side walls of the first left supporting rod (11) and the second left supporting rod (13), the right ends of the first left spring (7) and the second left spring (9) are respectively connected with the central areas of the right side walls in the first left sliding groove and the second left sliding groove, the left ends of the first left supporting rod (11) and the second right supporting rod (14) are respectively contacted with the left side wall in the first corrugated steel cylinder (1), the left ends of the first right fixing column (4) and the second right fixing column (6) are respectively connected with the upper half area and the lower half area of the right side wall of the second corrugated steel cylinder (2), the central areas of the right side walls of the first right fixing column (4) and the second right fixing column (6) are respectively provided with a first right sliding groove and a second right sliding groove, and the left ends of the first right supporting rod (12) and the second right supporting rod (14) respectively extend into the first right sliding groove and the second right sliding groove, the left ends of the first right spring (8) and the second right spring (10) are respectively connected with the central areas of the left side walls in the first right sliding groove and the second right sliding groove, and the right ends of the first right spring (8) and the second right spring (10) are respectively connected with the central areas of the left side walls of the first right supporting rod (12) and the second right supporting rod (14).
2. The wind power infrastructure based on the dual-corrugated steel cylinder molding as claimed in claim 1, further comprising a first left limiting block (15), a first right limiting block (16), a second left limiting block (17) and a second right limiting block (18), wherein the first left sliding groove and the second left sliding groove are respectively provided with a first left limiting groove and a second left limiting groove on the top side wall, the first left limiting block (15) and the second left limiting block (17) are respectively slidably fixed in the first left limiting groove and the second left limiting groove, the first left limiting block (15) and the second left limiting block (17) are respectively connected with the first supporting rod and the second supporting rod on the bottom end, the first right sliding groove and the second right sliding groove are respectively provided with a first right limiting groove and a second right limiting groove on the top side wall, the first right limiting block (16) and the second right limiting block (18) are respectively slidably fixed in the first right limiting groove and the second right limiting groove, the bottom ends of the first right limiting block (16) and the second right limiting block (18) are respectively connected with the top ends of the first right supporting rod (12) and the second right supporting rod (14).
3. A wind power infrastructure based on dual corrugated steel cylinder forming as claimed in claim 2, further comprising a left reinforcing bar (19) and a right reinforcing bar (20), wherein the top and bottom ends of the left reinforcing bar (19) are connected with the bottom end of the first left fixing pillar (3) and the top end of the second left fixing pillar (5), respectively, and the top and bottom ends of the right reinforcing bar (20) are connected with the bottom end of the first right fixing pillar (4) and the top end of the second right fixing pillar (6), respectively.
4. The wind power foundation structure formed based on the double corrugated steel cylinder as claimed in claim 3, wherein the left ends of the first left fixing column (3) and the second left fixing column (5) are respectively rotatably provided with a first left steel ball (21) and a second left steel ball (22), the first left steel ball (21) and the second left steel ball (22) are both in contact with the inner left side wall of the first corrugated steel cylinder (1), the right ends of the first right fixing column (4) and the second right fixing column (6) are respectively rotatably provided with a first right steel ball (23) and a second right steel ball (24), and the first right steel ball (23) and the second right steel ball (24) are both in contact with the inner right side wall of the first corrugated steel cylinder (1).
5. The wind power infrastructure based on the double corrugated steel cylinder molding of claim 4, further comprising a left bottom plate (25) and a right bottom plate (26), wherein the left end of the left bottom plate (25) and the right end of the right bottom plate (26) are respectively connected with the lower half area of the inner left side wall and the inner right side wall of the first corrugated steel cylinder (1), and the bottom end of the second corrugated steel cylinder (2) is respectively contacted with the top ends of the left bottom plate (25) and the right bottom plate (26).
6. The wind power infrastructure based on the double-corrugated steel cylinder molding of claim 5, further comprising a left handle (27) and a right handle (28), wherein the right end of the left handle (27) and the left end of the right handle (28) are respectively connected with the upper half areas of the left side wall and the right side wall of the first corrugated steel cylinder (1).
7. A wind power infrastructure based on dual corrugated steel cylinder forming according to claim 6, further comprising a left handle (29) and a right handle (30), wherein the right end of the left handle (29) and the left end of the right handle (30) are connected with the upper half area of the left side wall and the right side wall of the second corrugated steel cylinder (2), respectively.
8. Wind infrastructure based on the double corrugated steel cylinder forming, according to claim 7, characterized in that the central area of the outer side wall of the left handle (29) and the right handle (30) is provided with a left non-slip mat (31) and a right non-slip mat (32), respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010533680.9A CN111779017A (en) | 2020-06-08 | 2020-06-08 | Wind power foundation structure based on double-corrugated steel cylinder forming |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010533680.9A CN111779017A (en) | 2020-06-08 | 2020-06-08 | Wind power foundation structure based on double-corrugated steel cylinder forming |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111779017A true CN111779017A (en) | 2020-10-16 |
Family
ID=72756324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010533680.9A Pending CN111779017A (en) | 2020-06-08 | 2020-06-08 | Wind power foundation structure based on double-corrugated steel cylinder forming |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111779017A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100974513B1 (en) * | 2009-07-13 | 2010-08-10 | 신세계건설(주) | Caisson type pile method |
| CN202073109U (en) * | 2011-05-18 | 2011-12-14 | 北京中水恒信环境科技发展有限公司 | Post tensioned prestressing cylinder infrastructure |
| CN104141843A (en) * | 2013-05-06 | 2014-11-12 | 宁夏嘉翔自控技术有限公司 | Connecting rod sealing mechanism |
| CN104278691A (en) * | 2014-10-11 | 2015-01-14 | 国家电网公司 | Pile foundation for high-voltage transmission line iron tower |
| CN205046569U (en) * | 2015-10-16 | 2016-02-24 | 河北腾是达金属结构有限公司 | Annular wind -powered electricity generation foundation structure based on shaping of two ripple steel cylinder |
| CN206783100U (en) * | 2017-06-07 | 2017-12-22 | 济宁锦祥科技发展有限公司 | Chemical barrel upending frame |
| CN209085495U (en) * | 2019-01-08 | 2019-07-09 | 李栋 | A kind of coal mine narrow gage vehicle connection chain permanent elongation measuring device |
| CN209855743U (en) * | 2019-03-12 | 2019-12-27 | 任丘市华油泰星科技有限公司 | High-temperature high-pressure expanding packer for open hole well |
| WO2020072710A1 (en) * | 2018-10-04 | 2020-04-09 | Tetra Tech, Inc. | Wind turbine foundation and method of constructing a wind turbine foundation |
| CN210623902U (en) * | 2019-09-10 | 2020-05-26 | 淮安信息职业技术学院 | Support device for heat distribution pipeline |
-
2020
- 2020-06-08 CN CN202010533680.9A patent/CN111779017A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100974513B1 (en) * | 2009-07-13 | 2010-08-10 | 신세계건설(주) | Caisson type pile method |
| CN202073109U (en) * | 2011-05-18 | 2011-12-14 | 北京中水恒信环境科技发展有限公司 | Post tensioned prestressing cylinder infrastructure |
| CN104141843A (en) * | 2013-05-06 | 2014-11-12 | 宁夏嘉翔自控技术有限公司 | Connecting rod sealing mechanism |
| CN104278691A (en) * | 2014-10-11 | 2015-01-14 | 国家电网公司 | Pile foundation for high-voltage transmission line iron tower |
| CN205046569U (en) * | 2015-10-16 | 2016-02-24 | 河北腾是达金属结构有限公司 | Annular wind -powered electricity generation foundation structure based on shaping of two ripple steel cylinder |
| CN206783100U (en) * | 2017-06-07 | 2017-12-22 | 济宁锦祥科技发展有限公司 | Chemical barrel upending frame |
| WO2020072710A1 (en) * | 2018-10-04 | 2020-04-09 | Tetra Tech, Inc. | Wind turbine foundation and method of constructing a wind turbine foundation |
| CN209085495U (en) * | 2019-01-08 | 2019-07-09 | 李栋 | A kind of coal mine narrow gage vehicle connection chain permanent elongation measuring device |
| CN209855743U (en) * | 2019-03-12 | 2019-12-27 | 任丘市华油泰星科技有限公司 | High-temperature high-pressure expanding packer for open hole well |
| CN210623902U (en) * | 2019-09-10 | 2020-05-26 | 淮安信息职业技术学院 | Support device for heat distribution pipeline |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209243591U (en) | A kind of bridge rotating device with Multipoint support-type flexural pivot turntable structure | |
| CN106120545A (en) | A kind of method utilizing beam body to improve anti-seismic performance of beam bridge | |
| CN208479041U (en) | A kind of Underground Mine cable-laying gear | |
| CN111779017A (en) | Wind power foundation structure based on double-corrugated steel cylinder forming | |
| CN207368939U (en) | A kind of lift solar bracket | |
| CN207033338U (en) | A kind of suspension type distribution box overhauls inclined ladder | |
| CN201121294Y (en) | Hydraulic sliding device | |
| CN206987427U (en) | A kind of prefabrication combined type adjustable support frame | |
| CN206393590U (en) | A kind of solar energy photovoltaic panel rack forming device | |
| CN215052677U (en) | Plant adds muscle bank protection | |
| CN211010656U (en) | Electric power crane span structure production facility | |
| CN201180382Y (en) | Integrated communication rod armored compartment body | |
| CN108928375A (en) | A kind of transport device for solar controller research and development | |
| CN208220256U (en) | A kind of civil engineering foundation pile | |
| CN205212757U (en) | Solar cell panel fixed bolster | |
| CN212295756U (en) | Construction strutting arrangement for high-rise building | |
| CN203638975U (en) | Rail crossing rack structure for supporting high speed railway rescuing crane | |
| CN206191067U (en) | Petroleum pipeline back of body pipe erection support | |
| CN211923725U (en) | House building anti-seismic support | |
| CN201236214Y (en) | Aluminum cell support structure | |
| CN213087441U (en) | Fixing support for building engineering template | |
| CN210086034U (en) | Anti-pulling inhaul cable damping support | |
| CN214844486U (en) | Synthetic resin tile tensile strength detection device | |
| CN215565660U (en) | Firm reliable insulating step ladder | |
| CN217760056U (en) | Shear force wall pouring template supporting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20201016 |
|
| RJ01 | Rejection of invention patent application after publication |