CN220319243U - Steel construction iron tower with prevent subassembly that inclines - Google Patents
Steel construction iron tower with prevent subassembly that inclines Download PDFInfo
- Publication number
- CN220319243U CN220319243U CN202321674365.3U CN202321674365U CN220319243U CN 220319243 U CN220319243 U CN 220319243U CN 202321674365 U CN202321674365 U CN 202321674365U CN 220319243 U CN220319243 U CN 220319243U
- Authority
- CN
- China
- Prior art keywords
- iron tower
- tilting
- steel wire
- rod
- main body
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 114
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 69
- 239000010959 steel Substances 0.000 title claims abstract description 69
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title claims description 9
- 230000000694 effects Effects 0.000 abstract description 6
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a steel structure iron tower with an anti-tilting component, which belongs to the technical field of steel structure iron towers and comprises an iron tower main body, wherein the bottom end of the iron tower main body is fixedly connected with the upper surface of a fixed base, and the left side surface and the right side surface of the iron tower main body are fixedly connected with two first limiting plates; according to the anti-tilting base, the anti-tilting steel wire can not shake at the joint of the anti-tilting steel wire, the iron tower main body and the anti-tilting base under the limit of the first limit wheel and the second limit wheel when the iron tower main body shakes above the main body due to strong wind, and the anti-tilting steel wire, the first limit wheel and the second limit wheel can rotate, so that friction between the anti-tilting steel wire and the first limit wheel or the second limit wheel is avoided, damage to the anti-tilting steel wire due to long-time friction is avoided, the protection effect of the anti-tilting steel wire on the iron tower main body is ensured, and the stability of the steel structure iron tower is improved.
Description
Technical Field
The utility model belongs to the technical field of steel structure towers, and particularly relates to a steel structure tower with an anti-tilting component.
Background
The steel structure iron tower is often applied to electric towers and signal towers, the steel structure iron tower is made by splicing and welding steel rod pieces or pipe fittings, the bearing wind pressure is small, the bending rigidity of the section is high, the structure is simple, the force transmission is clear, the bearing performance of materials can be fully exerted, on one hand, the weight of the iron tower can be reduced, the basic acting force is reduced, on the other hand, the capability of resisting natural disasters under extreme conditions is enhanced, the steel structure iron tower still can incline due to the reasons of strong wind, landslide, surrounding construction, ageing resistance of materials, wire icing, foundation settlement and the like, and stay wires are arranged on the steel structure iron tower to prevent inclination.
But traditional steel construction iron tower sets up put slope steel cable when the steel construction iron tower rocks, and the junction of steel cable and steel construction iron tower can produce the friction, and long-time friction can cause the damage of junction steel cable, reduces the intensity of junction steel cable to lead to preventing the slope effect to the steel construction and reduce.
Disclosure of Invention
The utility model aims to provide a steel structure iron tower with an anti-tilting component, so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a steel construction iron tower with prevent inclination subassembly, includes the iron tower main part, the bottom and the last fixed surface of fixed base of iron tower main part are connected, the equal fixedly connected with of left surface and right flank of iron tower main part is two first limiting plates, and the one side that two first limiting plates are close to each other is rotated through the bearing and is connected with two first spacing wheels, the left surface and the right flank of iron tower main part all are provided with the steel wire of preventing inclination, the bottom of preventing the steel wire of preventing inclination is with the link fixed connection of preventing inclination base, the last fixed surface of preventing inclination base is connected with two backup pads, and the one side fixedly connected with two second limiting plates that two backup pads are close to each other, and the one side that two second limiting plates are close to each other is rotated through the bearing and is connected with two second limiting wheels.
As a preferable implementation mode, the left side surface and the right side surface of the iron tower main body are respectively connected with a supporting threaded rod through a pin shaft in a rotating mode, and the outer surface of the supporting threaded rod is in threaded connection with the inner wall of the adjusting threaded cylinder.
As a preferable implementation mode, the bottom end of the adjusting thread cylinder is rotatably connected to the top end of the supporting main rod through a bearing, and the bottom end of the supporting main rod is rotatably connected with the upper surface of the bottom supporting rod through a pin shaft.
As a preferred embodiment, the lower surfaces of the bottom supporting rod, the fixed base and the anti-tilting base are all provided with bottom inserting rods, and the outer surface of the adjusting thread cylinder is provided with rotating rods.
As a preferred embodiment, the anti-tilting wire is located at the middle of the two first limiting wheels, and the anti-tilting wire is located at the middle of the two second limiting wheels.
Compared with the prior art, the utility model has the beneficial effects that:
according to the utility model, the anti-tilting base, the anti-tilting steel wire, the first limiting plate, the first limiting wheel, the supporting plate, the second limiting plate and the second limiting wheel are arranged, when the iron tower main body shakes above the main body due to strong wind, the anti-tilting steel wire can not shake at the joint of the anti-tilting steel wire, the iron tower main body and the anti-tilting base under the limit of the first limiting wheel and the second limiting wheel, and the anti-tilting steel wire, the first limiting wheel and the second limiting wheel can rotate, so that friction between the anti-tilting steel wire and the first limiting wheel or the second limiting wheel is avoided, damage to the anti-tilting steel wire due to long-time friction is avoided, the protection effect of the anti-tilting steel wire on the iron tower main body is ensured, and the stability of the steel structure iron tower is improved;
according to the utility model, the bottom support rod, the support main rod, the bottom inserting rod, the support threaded rod and the adjusting threaded cylinder are arranged, the bottom of the iron tower main body is supported by utilizing the bottom support rod, the support threaded rod and the adjusting threaded cylinder, and the support threaded rod can be driven to slide to the support main rod or slide to the iron tower main body by rotating the adjusting threaded cylinder, so that the stability of the bottom of the steel structure iron tower is improved, and the anti-sedimentation effect of the bottom of the steel structure iron tower is improved.
Drawings
FIG. 1 is a schematic illustration of an elevational cross-section of a structure of the present utility model;
FIG. 2 is an enlarged schematic view of a structural support boom of the present utility model;
FIG. 3 is an enlarged schematic view of the structure of the present utility model at A in FIG. 1;
fig. 4 is an enlarged schematic view of the structure of the present utility model at B in fig. 1.
In the figure: 1. iron tower main body; 2. a fixed base; 3. an anti-tilting base; 4. an anti-tilting steel wire; 5. a first limiting plate; 6. a first limit wheel; 7. a support plate; 8. a second limiting plate; 9. the second limiting wheel; 10. a bottom support bar; 11. supporting the main rod; 12. a bottom plunger; 13. supporting a threaded rod; 14. and adjusting the threaded cylinder.
Detailed Description
The utility model is further described below with reference to examples.
The following examples are illustrative of the present utility model but are not intended to limit the scope of the utility model. The conditions in the examples can be further adjusted according to specific conditions, and simple modifications of the method of the utility model under the premise of the conception of the utility model are all within the scope of the utility model as claimed.
Referring to fig. 1-4, the utility model provides a steel structure iron tower with an anti-tilting assembly, which comprises an iron tower main body 1, wherein the bottom end of the iron tower main body 1 is fixedly connected with the upper surface of a fixed base 2, the left side surface and the right side surface of the iron tower main body 1 are fixedly connected with two first limiting plates 5, one surfaces of the two first limiting plates 5, which are close to each other, are rotationally connected with two first limiting wheels 6 through bearings, the left side surface and the right side surface of the iron tower main body 1 are respectively provided with an anti-tilting steel wire 4, the bottom end of the anti-tilting steel wire 4 is fixedly connected with the connecting end of an anti-tilting base 3, the upper surface of the anti-tilting base 3 is fixedly connected with two supporting plates 7, one surfaces of the two supporting plates 7, which are close to each other, are rotationally connected with two second limiting wheels 9 through bearings, when the iron tower main body 1 is rocked above the main body because of high wind, the anti-tilting steel wire 4 can not rock at the connecting positions of the first limiting wheels 6 and the second limiting wheels 9, the anti-tilting steel wire 4 and the iron tower main body 1 and the anti-tilting base 3 are prevented from being damaged by the rotation of the first limiting wheels 6, the anti-tilting steel wire 4 and the anti-tilting wheels 4 are prevented from being rotated, the anti-tilting steel wire 4 is prevented from being damaged by the first limiting wheels 6, the anti-tilting steel wire 4, and the anti-tilting structure is prevented from being rotated, and the anti-tilting steel structure is prevented from being damaged, and the anti-tilting steel structure is provided.
Specifically, as shown in fig. 2, the left side face and the right side face of the iron tower main body 1 are both rotatably connected with a supporting threaded rod 13 through a pin shaft, the outer surface of the supporting threaded rod 13 is in threaded connection with the inner wall of an adjusting threaded cylinder 14, the bottom end of the adjusting threaded cylinder 14 is rotatably connected to the top end of a supporting main rod 11 through a bearing, the bottom end of the supporting main rod 11 is rotatably connected with the upper surface of a bottom supporting rod 10 through a pin shaft, the bottom of the iron tower main body 1 is supported through the bottom supporting rod 10, the supporting threaded rod 13 and the adjusting threaded cylinder 14, and the supporting threaded rod 13 can be driven to slide to the supporting main rod 11 or slide to the iron tower main body 1 through rotating the adjusting threaded cylinder 14, so that the stability of the bottom of the steel structure iron tower is improved, and the anti-sedimentation effect of the bottom of the steel structure iron tower is improved.
Specifically, as shown in fig. 3, the bottom supporting rod 10, the fixed base 2 and the bottom inserting rod 12 are arranged on the lower surfaces of the anti-tilting base 3, the rotating rod is arranged on the outer surface of the adjusting threaded cylinder 14, the anti-tilting steel wire 4 is located in the middle of the two first limiting wheels 6, the anti-tilting steel wire 4 is located in the middle of the two second limiting wheels 9, and the fixing effect of the fixed base 2, the anti-tilting base 3 and the bottom supporting rod 10 on the ground is improved through the bottom inserting rod 12.
The working principle and the using flow of the utility model are as follows: when the iron tower main body 1 shakes above the main body due to strong wind, the anti-tilting steel wire 4 can not shake at the joint of the anti-tilting steel wire 4 and the iron tower main body 1 as well as the anti-tilting base 3 under the limit of the first limit wheel 6 and the second limit wheel 9, and the anti-tilting steel wire 4, the first limit wheel 6 and the second limit wheel 9 can rotate, so that friction between the anti-tilting steel wire 4 and the first limit wheel 6 or the second limit wheel 9 is avoided, damage to the anti-tilting steel wire 4 due to long-time friction is avoided, the bottom of the iron tower main body 1 is supported by utilizing the bottom supporting rod 10, the supporting threaded rod 13 and the adjusting threaded cylinder 14, and the supporting threaded rod 13 can be driven to slide to the supporting main rod 11 or slide to the iron tower main body 1 through rotating the adjusting threaded cylinder 14.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. Steel construction iron tower with prevent subassembly that inclines, including iron tower main part (1), its characterized in that: the iron tower body (1) bottom and fixed surface of unable adjustment base (2) are fixedly connected, the equal fixedly connected with of left surface and right flank of iron tower body (1) is first limiting plate (5), and the one side that two first limiting plates (5) are close to each other is connected with two first spacing wheels (6) through the bearing rotation, the left surface and the right flank of iron tower body (1) all are provided with and prevent inclined steel wire (4), the bottom of preventing inclined steel wire (4) and the link fixed connection of preventing inclined base (3), the last fixedly connected with of preventing inclined base (3) is two backup pads (7), and the one side fixedly connected with two second limiting plates (8) that two backup pads (7) are close to each other, and the one side that two second limiting plates (8) are close to each other is connected with two second limiting wheels (9) through the bearing rotation.
2. A steel structure pylon with anti-tilt assembly according to claim 1 wherein: the left side face and the right side face of the iron tower main body (1) are respectively connected with a supporting threaded rod (13) through pin shafts in a rotating mode, and the outer surface of the supporting threaded rod (13) is in threaded connection with the inner wall of the adjusting threaded cylinder (14).
3. A steel structure pylon with anti-tilt assembly according to claim 2 wherein: the bottom of the adjusting thread cylinder (14) is rotationally connected to the top of the supporting main rod (11) through a bearing, and the bottom of the supporting main rod (11) is rotationally connected with the upper surface of the bottom supporting rod (10) through a pin shaft.
4. A steel structure pylon with anti-tilt assembly according to claim 3 wherein: the bottom supporting rod (10), the fixed base (2) and the lower surface of the anti-tilting base (3) are respectively provided with a bottom inserting rod (12), and the outer surface of the adjusting thread cylinder (14) is provided with a rotating rod.
5. A steel structure pylon with anti-tilt assembly according to claim 1 wherein: the anti-tilting steel wire (4) is positioned in the middle of the two first limiting wheels (6), and the anti-tilting steel wire (4) is positioned in the middle of the two second limiting wheels (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321674365.3U CN220319243U (en) | 2023-06-29 | 2023-06-29 | Steel construction iron tower with prevent subassembly that inclines |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321674365.3U CN220319243U (en) | 2023-06-29 | 2023-06-29 | Steel construction iron tower with prevent subassembly that inclines |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220319243U true CN220319243U (en) | 2024-01-09 |
Family
ID=89411374
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321674365.3U Active CN220319243U (en) | 2023-06-29 | 2023-06-29 | Steel construction iron tower with prevent subassembly that inclines |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220319243U (en) |
-
2023
- 2023-06-29 CN CN202321674365.3U patent/CN220319243U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN220319243U (en) | Steel construction iron tower with prevent subassembly that inclines | |
CN106838798A (en) | A kind of wind resistance anti-hail solar street light | |
CN212305231U (en) | Photovoltaic tracking mounting structure | |
CN213952036U (en) | Electric wood blocking machine | |
CN115276526A (en) | Photovoltaic board suspension cable flexible support | |
CN210246680U (en) | Driving support of solar tracker | |
CN106848969A (en) | Shaft tower lead wire and earth wire tension release device | |
CN114001468A (en) | Centrifugal self-locking damping mechanism and photovoltaic device | |
CN210976810U (en) | Outer pin steel reinforcing apparatus that splices of old iron tower of transmission line | |
CN210380743U (en) | Quasi-double-shaft linkage solar tracking support | |
CN104699123B (en) | A kind of coupling structure and solar energy single-shaft tracking system | |
CN203402856U (en) | Self-lifting attached tower crane for wind power equipment hoisting | |
CN221728194U (en) | Bottom hinged fixing mechanism of flexible photovoltaic support round tube steel column | |
CN219684498U (en) | Liftable pad pole buttress | |
CN111502385A (en) | 35kV single-circuit compact high-strength electric pole | |
CN216864810U (en) | Protection device of corrosion-resistant bridge support | |
CN220822980U (en) | Photovoltaic triangular pyramid wind-resistant system | |
CN114370378B (en) | Supporting structure of multi-impeller wind power system | |
CN221305821U (en) | Photovoltaic support for hilly desert | |
CN109787546B (en) | Drive bracket of sun tracker | |
CN220173166U (en) | Double-beam photovoltaic tracking bracket | |
CN217115989U (en) | Photovoltaic support suitable for sand blown by wind area | |
CN219061006U (en) | Hydraulic composite damping reinforcing structure | |
CN210007342U (en) | auxiliary device is prevent wind to transmission line | |
CN221276662U (en) | Mounting structure for connecting composite material support with cast-in-place pile foundation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |