CN218406787U - Vertical pylon steel construction - Google Patents
Vertical pylon steel construction Download PDFInfo
- Publication number
- CN218406787U CN218406787U CN202220120107.XU CN202220120107U CN218406787U CN 218406787 U CN218406787 U CN 218406787U CN 202220120107 U CN202220120107 U CN 202220120107U CN 218406787 U CN218406787 U CN 218406787U
- Authority
- CN
- China
- Prior art keywords
- steel
- inserted bar
- power transmission
- concrete foundation
- stand
- 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.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Landscapes
- Foundations (AREA)
Abstract
The utility model relates to a pylon steel construction technical field just discloses a vertical pylon steel construction, including the steel stand, the bottom of steel stand is connected with main concrete foundation, the right downside of steel stand is connected with supports side steel pole, the bottom of supporting side steel pole is connected with side concrete foundation, the upper right side of steel stand is connected with the section of thick bamboo post, the inside of section of thick bamboo post is inserted and is equipped with the inserted bar, the one end of inserted bar is connected with the solid fixed ring of power transmission line, be provided with a plurality of first connecting holes on the section of thick bamboo post, be provided with a plurality of second connecting holes on the inserted bar, the utility model discloses a set up two and support side steel pole, side concrete foundation, section of thick bamboo post, inserted bar, first connecting hole, second connecting hole, fastening bolt and nut, utilize the mutually supporting effect between them to can realize controlling the power transmission line and adjust, enlarged the home range, the flexibility is strong, can adapt to the power transmission line of different broad widths erects, and structural stability is high.
Description
Technical Field
The utility model relates to a pylon steel construction technical field specifically is a vertical pylon steel construction.
Background
When a modern power transmission line is erected, a tower steel structure is used, a power transmission tower is a supporting point of an overhead line, a single-loop power transmission tower is erected on the power transmission tower, and a double-loop power transmission tower is erected on the power transmission tower.
The existing vertical tower steel structure cannot adjust the power transmission line fixing ring left and right when in use, so that the movable range is narrow, the flexibility is weak, the vertical tower steel structure cannot adapt to erection of power transmission lines with different widths, and the structural stability is weak, so that the defects are overcome urgently.
SUMMERY OF THE UTILITY MODEL
The utility model provides a not enough to prior art, the utility model provides a vertical pylon steel construction has solved current vertical pylon steel construction, when using, can't control the solid fixed ring of power transmission line and adjust for home range is narrow, and the flexibility is weak, can not adapt to the power transmission line of different broad widths and erect, and the less than weak problem of structural stability.
The utility model provides a following technical scheme: the utility model provides a vertical pylon steel construction, includes the steel stand, the bottom of steel stand is connected with main concrete foundation, the right downside of steel stand is connected with supports side steel pole, the bottom of supporting side steel pole is connected with side concrete foundation, the upper right side of steel stand is connected with the barrel mast, the inside of barrel mast is inserted and is equipped with the inserted bar, the one end of inserted bar is connected with the solid fixed ring of power transmission line, be provided with a plurality of first connecting holes on the barrel mast, be provided with a plurality of second connecting holes on the inserted bar, one side of steel stand is connected with the support link, the upper and lower both sides of inserted bar all are connected with the locating lever, two the one end of locating lever all is connected with one side of steel stand.
Preferably, the cylinder is inserted into the first connecting hole and the second connecting hole in sequence through fastening bolts and is connected with the inserted link in a matching manner through nuts.
Preferably, the diameters of the first connecting hole and the second connecting hole are the same, and the supporting side steel rod and the positioning rod are obliquely arranged.
Preferably, the quantity of steel stand, support side steel pole and side concrete foundation all sets up to two, and all is the bilateral symmetry setting about main concrete foundation.
Preferably, the number of the support connecting rods is set to be a plurality, and the support connecting rods are vertically arranged at equal intervals.
Preferably, the number of the cylinder, the inserted bar and the power transmission line fixing rings is two, and the cylinder, the inserted bar and the power transmission line fixing rings are arranged symmetrically about the main concrete base.
Compared with the prior art, the utility model discloses possess following beneficial effect:
the utility model discloses a set up two support side steel pole, side concrete foundation, section of thick bamboo post, inserted bar, first connecting hole, second connecting hole, fastening bolt and nut, utilize the mutually supporting between them to can realize controlling the solid fixed ring of power transmission line and adjust, enlarged home range, the flexibility is strong, can adapt to the power transmission line of different broad widths and erect, and structural stability is high.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view of the connection relationship between the cylinder, the inserted rod, the fastening bolt and the nut.
In the figure: 1. a steel upright; 2. a steel upright post; 3. supporting the side steel rods; 4. a lateral concrete base; 5. a cylinder; 6. inserting a rod; 7. a first connection hole; 8. a second connection hole; 9. positioning a rod; 10. a support link; 11. fastening a bolt; 12. a nut; 13. power transmission line fixed ring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. The accompanying drawings are only for illustrative purposes and are only schematic drawings rather than actual drawings, which are not intended to limit the present disclosure, and in order to better illustrate the embodiments of the present disclosure, some components of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product.
In the description of the present invention, it should be further noted that, unless otherwise explicitly stated or limited, the terms "disposed" and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected, mechanically connected, electrically connected, directly connected, indirectly connected through an intermediate medium, or connected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1-2, a vertical tower steel structure comprises a steel upright 2, a main concrete base 1 is connected to the bottom of the steel upright 2, a supporting side steel rod 3 is connected to the lower right side of the steel upright 2, a side concrete base 4 is connected to the bottom of the supporting side steel rod 3, a cylindrical column 5 is connected to the upper right side of the steel upright 2, an insertion rod 6 is inserted into the cylindrical column 5, a power transmission line fixing ring 13 is connected to one end of the insertion rod 6, a plurality of first connecting holes 7 are formed in the cylindrical column 5, a plurality of second connecting holes 8 are formed in the insertion rod 6, a supporting connecting rod 10 is connected to one side of the steel upright 2, positioning rods 9 are connected to the upper and lower sides of the insertion rod 6, one ends of the two positioning rods 9 are connected to one side of the steel upright 2, the cylindrical column 5 is sequentially inserted into the first connecting hole 7 and the second connecting hole 8 through a fastening bolt 11 and is connected to the insertion rod 6 by a nut 12, utilize the interact between them, thereby can realize controlling the solid fixed ring 13 of power transmission line and adjust, the home range has been enlarged, the flexibility is strong, can adapt to the power transmission line of different broad widths and erect, and structural stability is high, first connecting hole 7 is the same with the diameter of second connecting hole 8, it is slope setting to support side steel pole 3 and locating lever 9, steel column 2, the quantity of support side steel pole 3 and side concrete base 4 all sets up to two, and all be the bilateral symmetry setting about main concrete base 1, the quantity of supporting rod 10 sets up to a plurality of, a plurality of supporting rod 10 is vertical equidistant range, section of thick bamboo post 5, the quantity of inserted bar 6 and solid fixed ring 13 all sets up to two, and all be the bilateral symmetry setting about main concrete base 1.
The utility model discloses a theory of operation and use flow: when power transmission lines with different widths are erected, the distance between the power transmission line fixing rings 13 on two sides is adjusted as required, during adjustment, the fastening bolt 11 and the nut 12 are screwed down from the first connecting hole 7 and the second connecting hole 8, the inserting rod 6 is horizontally pushed along the inside of the cylindrical column 5 at the moment, so that the relative position between the first connecting hole 7 and the second connecting hole 8 on the cylindrical column 5 is changed, the distance between the power transmission line fixing rings 13 on two sides is changed along with the two inserting rods 6, after adjustment is completed, the fastening bolt 11 is sequentially inserted into the first connecting hole 7 and the second connecting hole 8 and matched with the nut 12 to fix the cylindrical column 5 and the inserting rod 6, and the supporting side steel rod 3 and the side concrete base 4 laterally support the steel upright column 2, so that the stability of the steel upright is improved.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, 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 may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A vertical tower steel structure comprises a steel upright post (2), and is characterized in that; the bottom of steel stand (2) is connected with main concrete foundation (1), the right downside of steel stand (2) is connected with support side steel pole (3), the bottom of support side steel pole (3) is connected with side concrete foundation (4), the upper right side of steel stand (2) is connected with barrel column (5), the inside of barrel column (5) is inserted and is equipped with inserted bar (6), the one end of inserted bar (6) is connected with the solid fixed ring of power transmission line (13), be provided with a plurality of first connecting holes (7) on barrel column (5), be provided with a plurality of second connecting holes (8) on inserted bar (6), one side of steel stand (2) is connected with support connecting rod (10), the upper and lower both sides of inserted bar (6) all are connected with locating lever (9), two the one end of locating lever (9) all is connected with one side of steel stand (2).
2. The vertical tower steel structure of claim 1, wherein: the cylinder column (5) is sequentially inserted into the first connecting hole (7) and the second connecting hole (8) through the fastening bolt (11) and is connected with the inserted rod (6) in a matching manner through the nut (12).
3. The vertical tower steel structure of claim 1, wherein: the diameter of the first connecting hole (7) is the same as that of the second connecting hole (8), and the supporting side steel rod (3) and the positioning rod (9) are obliquely arranged.
4. The vertical tower steel structure of claim 1, wherein: the quantity of steel stand (2), support side steel pole (3) and side concrete foundation (4) all sets up to two, and all is the bilateral symmetry setting about main concrete foundation (1).
5. A vertical tower steel structure according to claim 1, wherein: the number of the support connecting rods (10) is set to be a plurality of, and the support connecting rods (10) are vertically arranged at equal intervals.
6. A vertical tower steel structure according to claim 1, wherein: the number of barrel column (5), inserted bar (6) and fixed ring of power transmission line (13) all sets up to two, and all is the bilateral symmetry setting about main concrete foundation (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220120107.XU CN218406787U (en) | 2022-01-18 | 2022-01-18 | Vertical pylon steel construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220120107.XU CN218406787U (en) | 2022-01-18 | 2022-01-18 | Vertical pylon steel construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218406787U true CN218406787U (en) | 2023-01-31 |
Family
ID=84996939
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202220120107.XU Active CN218406787U (en) | 2022-01-18 | 2022-01-18 | Vertical pylon steel construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218406787U (en) |
-
2022
- 2022-01-18 CN CN202220120107.XU patent/CN218406787U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN218406787U (en) | Vertical pylon steel construction | |
CN217079906U (en) | High-stability tower steel structure | |
CN114182646B (en) | Assembled ladder cage buttress with adjustable length | |
CN113062348B (en) | Concrete foundation structure of tower crane | |
CN111980052B (en) | Electric power construction pile foundation structure | |
CN210947143U (en) | Steel structure for building | |
CN210550791U (en) | Street lamp mounting tool | |
CN210148053U (en) | Prefabricated component piling bin of assembly type building | |
CN220721742U (en) | Multipurpose fork truck transfer device with adjustable be applicable to burst formula wind-powered electricity generation tower section of thick bamboo tube coupling | |
CN220725735U (en) | Length-adjustable disc-buckling scaffold pull rod | |
CN205857227U (en) | A kind of wind power generation stepped hyollow foundation support | |
CN213124027U (en) | Fixing structure of transformer cooling system | |
CN220364993U (en) | Support frame for adjusting perpendicularity of support base of solar power station | |
CN213115742U (en) | Novel electronic information engineering communication tower | |
CN219697524U (en) | Sectional type single-column photovoltaic bracket | |
CN219212835U (en) | Supporting device for manufacturing electrolytic tank shell | |
CN218861407U (en) | Three-column multi-span high-speed portal frame | |
CN219159732U (en) | Anti-sedimentation pipeline support based on prefabricated pipe pile | |
CN217652466U (en) | Novel steel pylons cross arm | |
CN221506478U (en) | Grouting test support for grouting sleeve | |
CN217420720U (en) | A reinforced structure for iron tower constructs support | |
CN215476376U (en) | Material stacking device | |
CN219280520U (en) | High pier large cantilever bent cap support | |
CN214889342U (en) | Low-pressure oxygen-nitrogen pipeline overhead networking device | |
CN211115089U (en) | Assembled construction cableway tower |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |