CN111877844A - Steel pipe tower capable of preventing breeze vibration - Google Patents

Steel pipe tower capable of preventing breeze vibration Download PDF

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Publication number
CN111877844A
CN111877844A CN202010852803.5A CN202010852803A CN111877844A CN 111877844 A CN111877844 A CN 111877844A CN 202010852803 A CN202010852803 A CN 202010852803A CN 111877844 A CN111877844 A CN 111877844A
Authority
CN
China
Prior art keywords
steel pipe
pipe tower
preventing
breeze vibration
clamp
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
Application number
CN202010852803.5A
Other languages
Chinese (zh)
Inventor
杨礼东
张健
高福军
姜玉挺
苑士岩
徐伟东
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Northeast Electric Power Design Institute of China Power Engineering Consulting Group
Original Assignee
Northeast Electric Power Design Institute of China Power Engineering Consulting Group
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Northeast Electric Power Design Institute of China Power Engineering Consulting Group filed Critical Northeast Electric Power Design Institute of China Power Engineering Consulting Group
Priority to CN202010852803.5A priority Critical patent/CN111877844A/en
Publication of CN111877844A publication Critical patent/CN111877844A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/10Truss-like structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Wind Motors (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: the irregular spoilers are arranged on the steel pipe tower member, the shape, the number and the size of the spoilers are adjusted according to the size of the wind speed and the property of a wind field, and the eddies formed after transverse wind bypasses the steel pipe are disturbed or prevented, so that the occurrence of aeolian vibration of the member is prevented. Compared with the traditional treatment measures such as stay wires and the like, the method has the advantages of more convenient construction, more obvious effect, capability of fundamentally preventing the occurrence of breeze vibration, capability of being used in the currently constructed and constructed projects in a large scale, and more convenience and rapidness in construction and remarkable economic benefit particularly for solving the breeze vibration of the steel pipe tower structure which is put into operation.

Description

Steel pipe tower capable of preventing breeze vibration
Technical Field
The invention belongs to the technical field of power transmission lines, and particularly relates to a steel pipe tower capable of preventing 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.
Disclosure of Invention
The invention aims to provide a steel pipe tower capable of preventing breeze vibration, which solves the problems that bolt connection is loosened or a connecting plate is damaged due to continuous and repeated breeze vibration of a rod piece of the conventional steel pipe tower, improves the structural safety of the steel pipe tower and prolongs the service life of the steel pipe tower.
In order to achieve the above object, the present invention provides a steel pipe tower for preventing a breeze vibration, including a steel pipe tower body and various rod members, 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 invention arranges the irregular spoilers on the steel tube tower rod piece, and adjusts the shape, the number and the size of the spoilers according to the size of the wind speed and the property of a wind field to disturb or prevent the vortex formed after the transverse wind bypasses the steel tube, thereby preventing the rod piece from generating breeze vibration. The invention is applied to the tin union-victory 1000 KV transmission line engineering for the first time, and obtains satisfactory results. Compared with the traditional treatment measures such as stay wires and the like, the invention has more convenient construction and more obvious effect, and radically prevents the occurrence of breeze vibration. Can be used in large scale in the construction and the established project. Particularly, the construction of the invention is more convenient and rapid for solving the problem of breeze vibration of the steel pipe tower structure which is put into operation, and the economic benefit is obvious.
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, in the embodiment of the invention, a plurality of irregular spoilers 5 are respectively welded on a tower body lower cross member 2, a horizontal partition surface rod member 3 and a leg V-surface rod member 4 of a steel pipe tower body 1, and are used for disturbing a vortex formed after breeze bypasses the rod members and preventing the rod members from breeze vibration. 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 number, size and specification of the spoilers of the invention can be varied according to the local wind speed.

Claims (7)

1. The utility model provides a prevent steel-pipe tower of breeze vibration, includes 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.
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.
CN202010852803.5A 2020-08-22 2020-08-22 Steel pipe tower capable of preventing breeze vibration Pending CN111877844A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010852803.5A CN111877844A (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
CN202010852803.5A CN111877844A (en) 2020-08-22 2020-08-22 Steel pipe tower capable of preventing breeze vibration

Publications (1)

Publication Number Publication Date
CN111877844A true CN111877844A (en) 2020-11-03

Family

ID=73202344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010852803.5A Pending CN111877844A (en) 2020-08-22 2020-08-22 Steel pipe tower capable of preventing breeze vibration

Country Status (1)

Country Link
CN (1) CN111877844A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115324410A (en) * 2022-09-02 2022-11-11 山东建筑大学 Steel pipe tower wind vibration control device and steel pipe tower

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115324410A (en) * 2022-09-02 2022-11-11 山东建筑大学 Steel pipe tower wind vibration control device and steel pipe tower

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