CN114575653B - Communication pole tower with damper - Google Patents

Communication pole tower with damper Download PDF

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Publication number
CN114575653B
CN114575653B CN202111661959.6A CN202111661959A CN114575653B CN 114575653 B CN114575653 B CN 114575653B CN 202111661959 A CN202111661959 A CN 202111661959A CN 114575653 B CN114575653 B CN 114575653B
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CN
China
Prior art keywords
tower
tower body
damper
rod
main body
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Application number
CN202111661959.6A
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Chinese (zh)
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CN114575653A (en
Inventor
刘欣
张平
陈建明
陈江棋
陈永军
徐养松
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Zhejiang Debao Communication Technologies Co ltd
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Zhejiang Debao Communication Technologies Co ltd
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Classifications

    • 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
    • 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
    • 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
    • E04H12/22Sockets or holders for poles or posts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

Abstract

The invention discloses a communication tower with a damper, and aims to provide a communication tower with improved damping ratio and overall safety. Including tower body and base, the tower body includes a plurality of tower sections, and the tower body top is equipped with the lightning rod, and the below of lightning rod is equipped with a plurality of staple bolts, is equipped with the staple bolt on the staple bolt, and the below of staple bolt is equipped with first attenuator, and first attenuator includes the attenuator platform, and the tower body bottom is equipped with second attenuator and bracing piece, and the bracing piece links to each other with the base, and the base is equipped with the balancing weight. The damper platform comprises a platform main body, wherein the platform main body is of a disc-shaped structure, and the platform main body and the tower body are coaxially arranged. A plurality of pull rod seats are uniformly arranged on one side, close to the top of the tower body, of the platform main body, pull rods are arranged on the pull rod seats, and the pull rods are connected with the tower body. A plurality of connecting seats are uniformly arranged on one side, close to the bottom of the tower body, of the platform main body, and the connecting seats are connected with hanging hammers. The invention improves the anti-capsizing capability and the integral structural stability of the communication pole tower.

Description

Communication pole tower with damper
Technical Field
The invention relates to the field of communication poles, in particular to a communication pole tower with a damper.
Background
Damping refers to various friction and other impediments that attenuate free vibration. A damper refers to a device that dissipates movement energy to provide resistance to movement. The damping ratio refers to the ratio of the damping coefficient to the critical damping coefficient, and expresses the standardized damping size of the structure. In the field of communication tower construction, the damping ratio of the single-pipe tower is about 0.01 at present, so that in order to reduce the swing of the communication tower in windy weather, a damper is required to be additionally arranged on the tower to improve the damping ratio of the tower, thereby improving the safety of the tower.
The invention discloses a communication pole tower which comprises a pole body and a communication antenna, wherein the bottom of the pole body is connected with a mounting seat, the upper part of the pole body is provided with a mounting structure for fixedly mounting the communication antenna, a plurality of ladders for maintenance personnel to climb are arranged along the pole body from top to bottom at intervals, and the pole body is also provided with a platform fixing structure for the installation connection of the maintenance platform and a security assembly for providing a safety rope. The communication tower has the advantages that the tower body of the communication tower is not provided with a damper, and the damping ratio of the communication tower is not improved.
Disclosure of Invention
The invention overcomes the defects in the prior art, and provides the communication tower with the damper, wherein the damper is a hanging hammer and a pendulum, the damping ratio of the communication tower is high, the swing of the tower body is small in severe weather such as strong wind, and the structural stability of the tower is high, so that the safety of the communication tower is improved.
In order to solve the technical problems, the invention adopts the following technical scheme: communication pole tower with attenuator, characterized by, including tower body and base, the tower body includes a plurality of tower sections, and the tower body top is equipped with the lightning rod, and the below of lightning rod is equipped with a plurality of staple bolts, is equipped with the staple bolt on the staple bolt, and the below of staple bolt is equipped with first attenuator, and first attenuator includes the attenuator platform, and the tower body bottom is equipped with second attenuator and bracing piece, and the bracing piece links to each other with the base, and the base is equipped with the balancing weight. The damping ratio of the communication tower is improved, so that the structural stability and safety of the communication tower are improved.
Preferably, the damper platform comprises a platform main body, wherein the platform main body is of a disc-shaped structure, and the platform main body and the tower body are coaxially arranged. The stability of the connection of the platform main body and the tower body is improved.
Preferably, a plurality of pull rod seats are uniformly arranged on one side, close to the top of the tower body, of the platform main body, pull rods are arranged on the pull rod seats, and the pull rods are connected with the tower body. The platform main body is tightly connected with the tower body.
Preferably, a plurality of connecting seats are uniformly arranged on one side, close to the bottom of the tower body, of the platform main body, a first damper is arranged on the connecting seats, and the first damper comprises a hanging hammer, and the hanging hammer is connected with the connecting seats. The damping ratio of the communication tower is improved.
Preferably, the second damper comprises a pendulum bob, and the pendulum bob is connected with the bottom of the tower body. Further improving the damping ratio of the communication pole tower.
Preferably, the shape of the hammer is a sphere. Is beneficial to beautifying the appearance of the pole tower.
Preferably, the pendulum is shaped as a sphere or cone. The structural stability of the tower body of the tower is improved.
Preferably, the tower body is in a shape of a right circular cone. The structural stability of the tower body is improved.
By adopting the technical scheme, the communication tower with the damper has the advantages that the damping ratio of the communication tower is improved, and the anti-overturning capacity of the communication tower is further improved, so that the safety of the communication tower is improved.
Drawings
Fig. 1 is a schematic structural view of embodiment 1;
FIG. 2 is a schematic view of a first damper according to the present invention;
FIG. 3 is a schematic view of the structure of the platform body according to the present invention;
fig. 4 is a schematic structural view of the anchor ear of the present invention;
FIG. 5 is an enlarged view of a portion of FIG. 1 at A;
fig. 6 is a schematic structural diagram of embodiment 2.
In the figure: the lightning rod 1 tower body 2 anchor ear 3 connecting sleeve 31 anchor rod 32 first fixed rod 33 second fixed rod 34 connecting rod 35 GPS anchor rod 4 first damper 5 platform main body 51 first connecting lock chain 52 lifting hammer 53 pull rod 54 connecting seat 55 pull rod seat 56 first support rod 6 base 7 balancing weight 8 second connecting lock chain 9 support rod seat 10 pendulum 11 second support rod 12 connecting bolt 13.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention:
example 1:
the utility model provides a communication pole tower with attenuator, as shown in fig. 1 and 2, including tower body 2 and base 7, tower body 2 includes a plurality of tower sections, the tower body 2 top is equipped with lightning rod 1, the below of lightning rod 1 is connected with two staple bolts 3, two staple bolts 3 are parallel to each other, the below that is equipped with 3 staple bolts on two staple bolts 3 is equipped with GPS staple bolt 4, the below of staple bolt 3 is equipped with first attenuator 5, first attenuator 5 includes the attenuator platform, tower body 2 bottom is equipped with second attenuator and bracing piece, the second attenuator includes pendulum 11, pendulum 11 links to each other with tower body 2 bottom through second connection chain 9. The support bars include a first support bar 6 and a second support bar 12. The tower body 2 is connected with first bracing piece 6, is equipped with bracing piece seat 10 on the base 7, and first bracing piece 6 is connected with bracing piece seat 10, is connected with second bracing piece 12 between tower body 2 and the first bracing piece 6, and base 7 is connected with balancing weight 8.
As shown in fig. 2 and 3, the damper platform includes a platform main body 51, the platform main body 51 has a disk-like structure, and the platform main body 51 is coaxially disposed with the tower body 2. Six pull rod seats 56 are uniformly arranged around one side of the platform main body 51 close to the top of the tower body 2, one pull rod seat 56 is connected with a pull rod 54, and the pull rod 54 is connected with the tower body 2. A plurality of connecting seats 55 are uniformly arranged on one side, close to the bottom of the tower body 2, of the platform main body 51, a first connecting chain 52 is connected to the connecting seats 55, and a hanging hammer 53 is connected to the first connecting chain 52.
As shown in fig. 4, the anchor ear 3 includes three connecting rods 35, and the included angle between every two of the three connecting rods 35 is 120 °. The connecting rod 35 is connected with a fixing rod, the fixing rod comprises a first fixing rod 33 and a second fixing rod 34, and the first fixing rod 33 and the second fixing rod 34 are parallel to each other. The first fixing rod 33 and the second fixing rod 34 are simultaneously connected with the holding rod 32, four connecting sleeves 31 are arranged on the holding rod 32 at equal intervals, and the GPS holding rod 4 is sleeved on the connecting sleeves 31.
As shown in fig. 5, the base 7 is connected to the weight 8 by a connecting bolt 13.
In the present embodiment, the shape of the hammer 53 is a sphere. The pendulum 11 is shaped as a sphere. The shape of the tower body 2 is a right circular cone. The first connecting chain 52 and the second connecting chain 9 are both iron chains. The first connecting chain 52 is welded to the hammer 53, and the first connecting chain 52 is rotatably connected to the platform main body 51. The second connecting chain 9 is welded with the pendulum 11, and the second connecting chain 9 is rotatably connected with the tower body 2.
Example 2:
the utility model provides a communication pole tower with attenuator, as shown in fig. 6 and 2, including tower body 2 and base 7, tower body 2 includes a plurality of tower sections, the tower body 2 top is equipped with lightning rod 1, the below of lightning rod 1 is connected with two staple bolts 3, two staple bolts 3 are parallel to each other, the below that is equipped with 3 staple bolts on two staple bolts 3 is equipped with GPS staple bolt 4, the below of staple bolt 3 is equipped with first attenuator 5, first attenuator 5 includes the attenuator platform, tower body 2 bottom is equipped with second attenuator and bracing piece, the second attenuator includes pendulum 11, pendulum 11 links to each other with tower body 2 bottom through second connection chain 9. The support bars include a first support bar 6 and a second support bar 12. The tower body 2 is connected with first bracing piece 6, is equipped with bracing piece seat 10 on the base 7, and first bracing piece 6 is connected with bracing piece seat 10, is connected with second bracing piece 12 between tower body 2 and the first bracing piece 6, and base 7 is connected with balancing weight 8.
As shown in fig. 2 and 3, the damper platform includes a platform main body 51, the platform main body 51 has a disk-like structure, and the platform main body 51 is coaxially disposed with the tower body 2. Six pull rod seats 56 are uniformly arranged around one side of the platform main body 51 close to the top of the tower body 2, one pull rod seat 56 is connected with a pull rod 54, and the pull rod 54 is connected with the tower body 2. A plurality of connecting seats 55 are uniformly arranged on one side, close to the bottom of the tower body 2, of the platform main body 51, a first connecting chain 52 is connected to the connecting seats 55, and a hanging hammer 53 is connected to the first connecting chain 52.
As shown in fig. 4, the anchor ear 3 includes three connecting rods 35, and the included angle between every two of the three connecting rods 35 is 120 °. The connecting rod 35 is connected with a fixing rod, the fixing rod comprises a first fixing rod 33 and a second fixing rod 34, and the first fixing rod 33 and the second fixing rod 34 are parallel to each other. The first fixing rod 33 and the second fixing rod 34 are simultaneously connected with the holding rod 32, four connecting sleeves 31 are arranged on the holding rod 32 at equal intervals, and the GPS holding rod 4 is sleeved on the connecting sleeves 31.
As shown in fig. 5, the base 7 is connected to the weight 8 by a connecting bolt 13.
In the present embodiment, the shape of the hammer 53 is a sphere. The pendulum 11 is in the shape of a right circular cone. The shape of the tower 2 is a right circular cone. The first connecting chain 52 and the second connecting chain 9 are both iron chains. The first connecting chain 52 is welded to the hammer 53, and the first connecting chain 52 is rotatably connected to the platform main body 51. The second connecting chain 9 is welded with the pendulum 11, and the second connecting chain 9 is rotatably connected with the tower body 2.
The working principle of the invention is as follows:
when the communication tower hits the strong wind weather, when the tower body 2 of the tower inclines towards one direction, the first damper 5 connected to the tower body 2 and the second damper connected to the bottom of the rod body can apply a force in the opposite direction to the tower body 2 due to the action of inertia, so that the force brought by wind to the tower body 2 of the tower is counteracted, the tower body 2 is kept in a balanced state, and the damping ratio and the overall structural stability of the communication tower are improved.

Claims (4)

1. The communication pole tower with the dampers is characterized by comprising a tower body and a base, wherein the tower body comprises a plurality of tower sections, a lightning rod is arranged at the top of the tower body, a plurality of hoops are arranged below the lightning rod, a pole is arranged on each hoop, a first damper is arranged below each hoop, the first damper comprises a damper platform, a second damper and a supporting rod are arranged at the bottom of the tower body, the supporting rod is connected with the base, and a balancing weight is arranged on the base;
the anchor ear comprises three connecting rods, and the included angle between every two of the three connecting rods is 120 degrees;
the connecting rod is connected with a fixing rod, the fixing rod comprises a first fixing rod and a second fixing rod, and the first fixing rod and the second fixing rod are parallel to each other;
the first fixing rod and the second fixing rod are simultaneously connected with holding rods, four connecting sleeves are arranged on the holding rods at equal intervals, and the connecting sleeves are sleeved with GPS holding rods;
the damper platform comprises a platform main body, wherein the platform main body is of a disc-shaped structure, and the platform main body and the tower body are coaxially arranged;
a plurality of pull rod seats are uniformly arranged on one side of the platform main body, which is close to the top of the tower body, pull rods are arranged on the pull rod seats, and the pull rods are connected with the tower body;
a plurality of connecting seats are uniformly arranged on one side of the platform main body, which is close to the bottom of the tower body, and the connecting seats are connected with hanging hammers;
the second damper comprises a pendulum bob, and the pendulum bob is connected with the bottom of the tower body.
2. The communication tower with damper of claim 1, wherein the hammer is shaped as a sphere.
3. The communication tower with damper of claim 1, wherein the pendulum is shaped as a sphere or cone.
4. The communication tower with damper according to claim 1, wherein the tower body is in the shape of a right circular cone.
CN202111661959.6A 2021-11-04 2021-12-31 Communication pole tower with damper Active CN114575653B (en)

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Application Number Priority Date Filing Date Title
CN202111301333 2021-11-04
CN2021113013334 2021-11-04

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CN114575653B true CN114575653B (en) 2023-11-07

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114893017A (en) * 2022-06-11 2022-08-12 江苏鼎吉能源工程技术有限公司 Damping composite reinforcing device for single-tube communication iron tower

Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101692566A (en) * 2009-09-09 2010-04-07 中国电力科学研究院 Method for controlling wind vibration of electric transmission line high tower
CN101842588A (en) * 2007-08-30 2010-09-22 雷埃科泰克有限公司 Windturbine support tower with pendulum-damping means
JP2014114621A (en) * 2012-12-11 2014-06-26 Ies:Kk Vibration control structure
CN205089028U (en) * 2015-07-20 2016-03-16 天津市芳华通讯工程有限公司 Weight type four -column communication base station tower
CA2968001A1 (en) * 2014-12-05 2016-06-09 Esm Energie- Und Schwingungstechnik Mitsch Gmbh Adaptive pendulum damper having a vertical spring device
CN205955355U (en) * 2016-08-25 2017-02-15 杭州德宝机电制造有限公司 Adjustable armful of pole communication tower
CN106930592A (en) * 2017-04-13 2017-07-07 兰州理工大学 A kind of multidirectional compound TMD dampers of ball-type
KR101773778B1 (en) * 2016-08-04 2017-09-04 (주)남악이엔지 Anti-vibration device of street lighting pole
CN107964865A (en) * 2018-01-08 2018-04-27 河北工业大学 A kind of girder severe and the short beam suspension bridge of rigidity function separate type lightweight
CN108487491A (en) * 2018-06-12 2018-09-04 广州大学 A kind of plurality of pendulums-viscous liquid-multi link formula damper array
DE102017107912A1 (en) * 2017-04-12 2018-10-18 Wobben Properties Gmbh Vibration damping of a wind turbine tower
CN110378050A (en) * 2019-07-25 2019-10-25 重庆科技学院 A kind of power transmission tower down wind air damping compares calculation method
CN110485790A (en) * 2019-08-05 2019-11-22 上海建顾减震科技有限公司 Vibration absorber for tower mast structure
CN209687662U (en) * 2019-03-08 2019-11-26 中国科学院工程热物理研究所 A kind of wind energy conversion system tower shock absorber structure
CN110528949A (en) * 2019-08-12 2019-12-03 同济大学 A kind of multiple energy consumption collision type tuned mass damper
WO2020000666A1 (en) * 2018-06-28 2020-01-02 北京金风科创风电设备有限公司 Damper and load-bearing enclosing structure provided with damper
CN110835963A (en) * 2019-11-26 2020-02-25 大连理工大学 Yaw-based wind power generation structure vibration control tuned mass damper
CA3118485A1 (en) * 2018-11-02 2020-05-07 University Of Maine System Board Of Trustees Tuned mass damper for floating structures
CN111456266A (en) * 2020-03-27 2020-07-28 天津大学 Semi-active pendulum type impact damper
CN111827766A (en) * 2020-07-27 2020-10-27 许同 Electric power transmission tower
CN213144025U (en) * 2020-05-27 2021-05-07 浙江德宝通讯科技股份有限公司 Energy-saving environment-friendly landscape external-climbing communication base station
CN113513099A (en) * 2021-04-29 2021-10-19 合肥工业大学 Tuned mass damper for tower

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101722669B1 (en) * 2016-06-16 2017-04-12 주식회사 천일 Earthquake-Resistant Light Tower with the Tuned Mass Damper

Patent Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101842588A (en) * 2007-08-30 2010-09-22 雷埃科泰克有限公司 Windturbine support tower with pendulum-damping means
CN101692566A (en) * 2009-09-09 2010-04-07 中国电力科学研究院 Method for controlling wind vibration of electric transmission line high tower
JP2014114621A (en) * 2012-12-11 2014-06-26 Ies:Kk Vibration control structure
CA2968001A1 (en) * 2014-12-05 2016-06-09 Esm Energie- Und Schwingungstechnik Mitsch Gmbh Adaptive pendulum damper having a vertical spring device
CN205089028U (en) * 2015-07-20 2016-03-16 天津市芳华通讯工程有限公司 Weight type four -column communication base station tower
KR101773778B1 (en) * 2016-08-04 2017-09-04 (주)남악이엔지 Anti-vibration device of street lighting pole
CN205955355U (en) * 2016-08-25 2017-02-15 杭州德宝机电制造有限公司 Adjustable armful of pole communication tower
DE102017107912A1 (en) * 2017-04-12 2018-10-18 Wobben Properties Gmbh Vibration damping of a wind turbine tower
CN106930592A (en) * 2017-04-13 2017-07-07 兰州理工大学 A kind of multidirectional compound TMD dampers of ball-type
CN107964865A (en) * 2018-01-08 2018-04-27 河北工业大学 A kind of girder severe and the short beam suspension bridge of rigidity function separate type lightweight
CN108487491A (en) * 2018-06-12 2018-09-04 广州大学 A kind of plurality of pendulums-viscous liquid-multi link formula damper array
WO2020000666A1 (en) * 2018-06-28 2020-01-02 北京金风科创风电设备有限公司 Damper and load-bearing enclosing structure provided with damper
CA3118485A1 (en) * 2018-11-02 2020-05-07 University Of Maine System Board Of Trustees Tuned mass damper for floating structures
CN209687662U (en) * 2019-03-08 2019-11-26 中国科学院工程热物理研究所 A kind of wind energy conversion system tower shock absorber structure
CN110378050A (en) * 2019-07-25 2019-10-25 重庆科技学院 A kind of power transmission tower down wind air damping compares calculation method
CN110485790A (en) * 2019-08-05 2019-11-22 上海建顾减震科技有限公司 Vibration absorber for tower mast structure
CN110528949A (en) * 2019-08-12 2019-12-03 同济大学 A kind of multiple energy consumption collision type tuned mass damper
CN110835963A (en) * 2019-11-26 2020-02-25 大连理工大学 Yaw-based wind power generation structure vibration control tuned mass damper
CN111456266A (en) * 2020-03-27 2020-07-28 天津大学 Semi-active pendulum type impact damper
CN213144025U (en) * 2020-05-27 2021-05-07 浙江德宝通讯科技股份有限公司 Energy-saving environment-friendly landscape external-climbing communication base station
CN111827766A (en) * 2020-07-27 2020-10-27 许同 Electric power transmission tower
CN113513099A (en) * 2021-04-29 2021-10-19 合肥工业大学 Tuned mass damper for tower

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Denomination of invention: A communication tower with dampers

Granted publication date: 20231107

Pledgee: China Construction Bank Co.,Ltd. Fuyang Branch of Hangzhou

Pledgor: ZHEJIANG DEBAO COMMUNICATION TECHNOLOGIES CO.,LTD.

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