CN212562727U - Steel pipe tower capable of preventing breeze vibration - Google Patents
Steel pipe tower capable of preventing breeze vibration Download PDFInfo
- Publication number
- CN212562727U CN212562727U CN202021768136.4U CN202021768136U CN212562727U CN 212562727 U CN212562727 U CN 212562727U CN 202021768136 U CN202021768136 U CN 202021768136U CN 212562727 U CN212562727 U CN 212562727U
- Authority
- CN
- China
- Prior art keywords
- pipe tower
- steel pipe
- steel
- spoiler
- preventing
- 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
Landscapes
- Wind Motors (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a prevent steel-pipe tower of breeze vibration, includes steel-pipe tower body, various member, its characterized in that: be equipped with anomalous spoiler on various member for disturb the swirl that the breeze formed after bypassing the member, the utility model discloses set up anomalous spoiler on steel-pipe tower member, adjust shape, quantity and the size of spoiler according to the size of wind speed and the nature of wind field, disturb or prevent the swirl that forms after the steel pipe is bypassed to the crosswind vibration's of member emergence is prevented. The utility model discloses obtain experimental application in tin ally-victory 1000 kilovolts transmission line engineering for the first time, obtained satisfactory result. Compare with traditional treatment measures such as acting as go-between, the utility model discloses the construction is more convenient, and the effect is more obvious, has prevented the emergence of breeze vibration from the root. Can be used in large scale in the construction and the established project. Especially to the gentle breeze vibration of the steel-pipe tower structure of solving the operation, the utility model discloses a construction convenient and fast more, economic benefits is showing.
Description
Technical Field
The utility model belongs to the technical field of transmission line, specifically be a prevent steel-pipe tower of breeze vibration.
Background
The ultra-high voltage transmission line engineering double-loop iron tower or the large-span (river-crossing) iron tower adopts a steel pipe tower structure. And some of the rod pieces with larger slenderness ratio (more than 110) comprise tower body lower cross members, horizontal partition surface rod pieces and leg V-shaped surface rod pieces, and are easy to generate transverse vibration perpendicular to the wind direction when the wind speed is low, which is called breeze vibration in engineering. The continuous and repeated breeze vibration can cause the bolt connection of the rod piece to be loose or the fatigue failure of the connecting plate, thereby causing the potential safety hazard of the structure and reducing the service life.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a prevent steel-pipe tower of breeze vibration solves current steel-pipe tower member and continuously relapses the breeze vibration and leads to bolted connection not hard up or connecting plate fatigue failure, improves steel-pipe tower structure security, increase of service life.
In order to achieve the above object, the utility model provides a prevent steel-pipe tower of breeze vibration, including steel-pipe tower body, various member, its characterized in that: irregular spoilers are arranged on various rod pieces and used for disturbing vortexes formed by breezes bypassing the rod pieces.
Furthermore, irregular turbulence holes are formed in the turbulence plate.
Furthermore, the wind power generation device also comprises a clamp connected with the irregular spoilers, and the spoilers are fixed on the rod pieces through the clamp, so that the shape, the number and the size of the spoilers can be conveniently adjusted according to the size of the wind speed and the property of a wind field.
Further, the steel pipe member protective device also comprises a rubber pad connected to the inner surface of the clamp, and the rubber pad prevents the inner surface of the clamp from damaging the protective layer of the steel pipe member.
Furthermore, the installation distance of the spoilers on the same rod piece is controlled to be 1000-2000 mm, and the spoilers are adjusted according to the vibration amplitude of the rod piece.
Furthermore, the size of the clamp is smaller than that of the spoiler, so that the weight is reduced, and the spoiler effect is improved.
Furthermore, the diameter of the turbulent flow hole is 12-20 mm.
The utility model discloses set up anomalous spoiler on steel-pipe tower member, adjust shape, quantity and the size of spoiler according to the size of wind speed and the nature of wind field, disturb or prevent the swirl that forms behind the steel pipe by the crosswind to prevent the emergence of the breeze vibration of member. The utility model discloses obtain experimental application in tin ally-victory 1000 kilovolts transmission line engineering for the first time, obtained satisfactory result. Compare with traditional treatment measures such as acting as go-between, the utility model discloses the construction is more convenient, and the effect is more obvious, has prevented the emergence of breeze vibration from the root. Can be used in large scale in the construction and the established project. Especially to the gentle breeze vibration of the steel-pipe tower structure of solving the operation, the utility model discloses a construction convenient and fast more, economic benefits is showing.
Drawings
FIG. 1 is a schematic structural diagram of a first embodiment;
FIG. 2 is a schematic structural diagram of a second embodiment;
FIG. 3 is a schematic view showing the connection position relationship between the spoiler and the clip;
fig. 4 is a schematic view of a spoiler structure.
The tower comprises a steel pipe tower body 1, a tower body lower cross material 2, a horizontal partition surface rod piece 3, a leg V-surface rod piece 4, a spoiler 5, a clamp 6, a rubber pad 7, various rod pieces 8, bolts 9, bolt holes 10 and a turbulent flow hole 11.
Detailed Description
Referring to fig. 1, the present invention is embodied by welding a plurality of irregular spoilers 5 to the tower lower cross member 2, the horizontal partition member 3 and the leg V-shaped member 4, respectively, for disturbing the vortex formed by the breeze bypassing the members and preventing the occurrence of breeze vibration of the members. The form is suitable for newly-built steel tube tower structures.
Referring to fig. 2, for the built project, a jig is used for installation. Namely, the split type clamp 6 is connected with the irregular spoiler 5, the thickness of the clamp is 3-5mm, and the size is determined according to the specific rod diameter. The spoiler is fixed on the rod piece through the clamp, so that the spoiler is convenient to mount, dismount and adjust, and the shape, the number and the size of the spoiler can be conveniently adjusted according to the size of the wind speed and the property of a wind field. The thickness of the flow disturbing plate is 3-5mm, the height is 50-120mm, and the length is 100-300 mm. The inner surface of the clamp is provided with a rubber pad 7 to prevent the inner surface of the clamp from damaging the zinc coating of the rod piece. The mounting distance of the spoilers on the same rod piece is controlled between 1000mm and 2000mm, and the spoilers are adjusted according to the vibration amplitude of the rod piece. This form can also be used to build new steel tube tower structures.
Referring to fig. 3, the clamp is provided with a bolt hole with a diameter of 22mm for passing through the bolt 9 of M20 to fix the clamp. The height dimension of the clamp 6 is smaller than that of the spoiler 5, so that the weight is reduced, and the spoiler effect is improved.
Referring to fig. 4, the spoiler is provided with irregular spoiler holes 11, the diameter of each spoiler hole is 12-20mm, and the positions of the spoiler holes can be irregularly arranged.
The utility model discloses quantity, size and the specification of well spoiler can change according to local wind speed.
Claims (7)
1. The utility model provides a prevent steel-pipe tower of breeze vibration, includes steel-pipe tower body, tower body lower part cross member, horizontal partition surface member and shank V face member, its characterized in that: irregular spoilers are arranged on the cross members at the lower part of the tower body, the horizontal partition surface rod pieces and the leg V-shaped surface rod pieces and are used for disturbing vortexes formed by breeze after bypassing the rod pieces.
2. The steel pipe tower for preventing the breeze vibration according to claim 1, wherein: irregular turbulence holes are formed in the turbulence plate.
3. The steel pipe tower for preventing the breeze vibration according to claim 1, wherein: the special spoiler fixing device further comprises a clamp connected with the irregular spoiler, and the spoiler is fixed on the rod piece through the clamp.
4. The steel pipe tower for preventing the breeze vibration according to claim 3, wherein: the steel pipe member protective sleeve also comprises a rubber pad connected to the inner surface of the clamp, and a protective layer for preventing the inner surface of the clamp from damaging the steel pipe member.
5. The steel pipe tower for preventing the breeze vibration according to claim 1, wherein: the mounting distance of the spoilers on the same rod piece is controlled between 1000mm and 2000mm, and the spoilers are adjusted according to the vibration amplitude of the rod piece.
6. The steel pipe tower for preventing the breeze vibration according to claim 3, wherein: the size of the clamp is smaller than that of the spoiler.
7. The steel pipe tower for preventing the breeze vibration according to claim 2, wherein: the diameter of the turbulent flow hole is 12-20 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021768136.4U CN212562727U (en) | 2020-08-22 | 2020-08-22 | Steel pipe tower capable of preventing breeze vibration |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021768136.4U CN212562727U (en) | 2020-08-22 | 2020-08-22 | Steel pipe tower capable of preventing breeze vibration |
Publications (1)
Publication Number | Publication Date |
---|---|
CN212562727U true CN212562727U (en) | 2021-02-19 |
Family
ID=74626550
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202021768136.4U Active CN212562727U (en) | 2020-08-22 | 2020-08-22 | Steel pipe tower capable of preventing breeze vibration |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN212562727U (en) |
-
2020
- 2020-08-22 CN CN202021768136.4U patent/CN212562727U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201771687U (en) | Internal brace stay used for preventing deformation of flange on wind power generation tower during transportation | |
CN112610061B (en) | Turbulent flow energy dissipation device for inhibiting aeolian vibration of steel pipe tower rod piece | |
CN212562727U (en) | Steel pipe tower capable of preventing breeze vibration | |
CN111877844A (en) | Steel pipe tower capable of preventing breeze vibration | |
CN205934890U (en) | Can dismantle anti ice device suitable for marine large -diameter pile | |
CN111519969A (en) | Breeze vibration pneumatic vibration damper for steel tube tower | |
CN201362540Y (en) | Handrail belt tensioning device | |
CN214402984U (en) | Attached adjustable steel pipe member breeze vibration-proof device | |
CN216447051U (en) | A rice word bracing frock for preventing wind power tower cylinder takes place elliptical deformation | |
CN213234471U (en) | Breeze vibration pneumatic vibration damper for steel tube tower | |
CN114811268A (en) | Magnetic absorption type vibration reduction hammer | |
CN210342845U (en) | Take angle steel component buckling restrained brace device's iron tower | |
CN205382632U (en) | Steel structure beam | |
CN204098327U (en) | Metal sheet furred ceiling slip-off preventing adaptor | |
CN210156891U (en) | Lightning arrester support | |
CN209523166U (en) | A kind of hydraulic engineering protective slope net | |
CN215364378U (en) | Lifting equipment direction wire rope is with taking self-locking fixed guider | |
CN206054941U (en) | A kind of adjustable supporting device of storage piping installation | |
CN207260555U (en) | A kind of attachment type raise scaffold guide rail | |
CN206457934U (en) | A kind of attachment structure of steel member and board member | |
CN220935065U (en) | Flexible photovoltaic support buffering vibration reduction structure | |
CN206110486U (en) | Steel structure column | |
CN110616687A (en) | Prevent table hole arc gate door top structure that gushes damp | |
CN215759093U (en) | Building construction site protection network fixing device | |
CN220016371U (en) | Suspender buckle fixing device for I-steel root |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |