CN106958379A - Shockproof communication tower - Google Patents

Shockproof communication tower Download PDF

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Publication number
CN106958379A
CN106958379A CN201710328360.8A CN201710328360A CN106958379A CN 106958379 A CN106958379 A CN 106958379A CN 201710328360 A CN201710328360 A CN 201710328360A CN 106958379 A CN106958379 A CN 106958379A
Authority
CN
China
Prior art keywords
tower body
circular arc
spring
groove
buffering
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
CN201710328360.8A
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Chinese (zh)
Inventor
顾松林
季利刚
孙雷鸣
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.)
SHANGHAI GUODONG NETWORK Co Ltd
Original Assignee
SHANGHAI GUODONG NETWORK Co Ltd
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 SHANGHAI GUODONG NETWORK Co Ltd filed Critical SHANGHAI GUODONG NETWORK Co Ltd
Priority to CN201710328360.8A priority Critical patent/CN106958379A/en
Publication of CN106958379A publication Critical patent/CN106958379A/en
Pending legal-status Critical Current

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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
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2238Sockets or holders for poles or posts to be placed on the ground
    • 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
    • E04H12/2253Mounting poles or posts to the holder
    • E04H12/2276Clamping poles or posts on a stub
    • 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Support Of Aerials (AREA)

Abstract

The present invention provides a kind of shockproof communication tower, including pedestal, tower body, ring flange, antenna holding pole, lightning rod, the first aseismatic mechanism, the second aseismatic mechanism and tower body connecting rod, the first aseismatic mechanism, including support base, brace rod and support butterfly spring;Second aseismatic mechanism, including branch, knighthead, column, buffering circular arc spring and the straight spring of buffering;Branch, the lower surface for being socketed in tower body and branch is fixed on column upper surface, and branch is additionally provided with groove, and each groove is provided with circular arc plate washer and circular arc spring stack, and tower body connecting rod, one end is fixedly connected with tower body, and the other end is provided with clip;Clip both sides are respectively arranged with a buffering circular arc spring, buffer straight spring and are socketed on tower body connecting rod and are arranged at tower body between circular arc plate washer.The present invention uses dual precautions against earthquakes, when occurring earthquake or meeting with strong wind, can block or substantially reduce the active force that tower body is subject to, the shock resistance of tower body be improved, so as to improve the unfailing performance of tower body.

Description

Shockproof communication tower
Technical field
The present invention relates to communication tower field, more particularly to a kind of shockproof communication tower.
Background technology
Communication iron tower is made up of steel members such as tower body, platform, lightning rod, cat ladder, antenna mountings, is mainly used in microwave, is surpassed Shortwave, the transmission of wireless network signal and transmitting etc..
Current communication iron tower is set out of doors mostly, using being directly rigidly connected more between ground, when ground production During raw vibrations or generation earthquake disaster, when running into strong strong wind, tower body stress is larger, without cushion space, easily inclines Tiltedly and collapse, cause potential safety hazard.
The content of the invention
Present invention seek to address that there is provided a kind of shockproof communication tower for above mentioned problem.
To reach above-mentioned purpose, the technical solution adopted in the present invention is as follows:
A kind of shockproof communication tower, including pedestal, tower body, ring flange, antenna holding pole, lightning rod, the first aseismatic mechanism, Two aseismatic mechanisms and several tower body connecting rods, wherein:
Pedestal is disc, is fixed on by earth stud on ground;
First aseismatic mechanism, including support base, brace rod and support butterfly spring;Support base, installed in the top of pedestal, It is bolted with pedestal;Brace rod, one end is fixedly connected with support base, and the other end inserts ground through pedestal;Support butterfly Shape spring, is socketed on brace rod and is arranged between the upper surface of pedestal and the lower surface of support base;
Second aseismatic mechanism, including branch, knighthead, column, buffering circular arc spring and the straight spring of buffering;Column, number Amount is at least 4, is annularly uniformly distributed, the support base fixed company vertical with pedestal of each column through the first aseismatic mechanism Connect;Branch, in annular, the lower surface for being socketed in tower body and branch is fixed on column upper surface, if branch is additionally provided with Dry individual along its circumferential equally distributed groove, each groove, which is provided with centre position, has the circular arc plate washer of through hole and in circular arc It is on the outside of shape plate washer and with the circular arc spring stack of circular arc plate washer concentric, the two of circular arc plate washer and circular arc spring stack End is respectively fixed on the both sides of groove, and the straight spring of buffering is identical with the quantity of groove, and the quantity of buffering circular arc spring is groove Twice of quantity identical;Knighthead, quantity is identical with the quantity of groove, and one end is hinged with pedestal, and the other end passes through groove Lower surface and tower body rod hinge connection;
Tower body is fixedly connected by the way that ring flange and support base are vertical;
Tower body connecting rod, quantity is identical with the quantity of groove, and one end is fixedly connected with tower body, and the other end is provided with clip, tower Body connecting rod passes through the through hole of circular arc plate washer and is stuck in by clip on circular arc spring stack;Clip both sides are respectively arranged with one Circular arc spring is buffered, buffering circular arc spring is socketed on circular arc spring stack and is arranged between groove side and clip;Buffering Straight spring is socketed on tower body connecting rod and is arranged at tower body between circular arc plate washer;
Antenna holding pole is arranged on the upper end of tower body, and lightning rod is arranged on the top of tower body.
In further embodiment, the antenna holding pole includes pole main body, waling stripe and diagonal control arm;Waling stripe, One end of diagonal control arm is connected with tower body, and the other end is connected with pole main body.
In further embodiment, antenna holding pole also includes pole spring, is socketed on waling stripe and is arranged at tower Between body and pole main body.
In further embodiment, the support butterfly spring of first aseismatic mechanism and the quantity of brace rod are some Group, every group includes a brace rod and is socketed in the support butterfly spring of at least four butterfly spring superposition thereon.
In further embodiment, the material of the butterfly spring is alloy spring steel.
In further embodiment, the one end on the brace rod insertion ground is wedge angle.
In further embodiment, the quantity of the groove is at least 4.
Shockproof communication tower proposed by the present invention, designs ingenious, feasibility is high, and the tower body of triangular design can very limits Ground reduces the resistance of wind, using dual precautions against earthquakes, when shaking direction for vertical vibrations, some groups of butterflies of the first aseismatic mechanism Shape spring is prevented from vibrations and is directly delivered to tower body from pedestal, when it is transverse vibration to shake direction, the second aseismatic mechanism Buffering circular arc spring and the straight spring of buffering can block the active force that tower body is subject to, and the shock resistance of tower body be improved, so as to improve tower The unfailing performance of body.
Brief description of the drawings
The accompanying drawing for constituting the part of the present invention is used for providing a further understanding of the present invention, schematic reality of the invention Apply example and its illustrate to be used to explain the present invention, do not constitute limitation of the invention.In the accompanying drawings:
Fig. 1 is the overall structure diagram of the shockproof communication tower of preferred embodiment of the present invention.
Fig. 2 is (no to support oblique for the top view of the second aseismatic mechanism of the shockproof communication tower of preferred embodiment of the present invention Bar).
Embodiment
In order to know more about the technology contents of the present invention, especially exemplified by specific embodiment and above-mentioned institute's accompanying drawings are coordinated to be described as follows.
As shown in Figure 1 with Figure 2, according to the preferred embodiment of the present invention, including pedestal 1, tower body 7, ring flange 6, antenna Pole 14, lightning rod 15, the first aseismatic mechanism, the second aseismatic mechanism and several tower body connecting rods 9.
Pedestal 1 is disc, is fixed on by earth stud on ground.
First aseismatic mechanism, including support base 2, brace rod 4 and support butterfly spring 3;Support base 2, installed in pedestal 1 Top, is connected with pedestal 1 by bolt 5;Brace rod 4, one end is fixedly connected with support base 2, and the other end inserts ground through pedestal 1 Face;Butterfly spring 3 is supported, is socketed on brace rod 4 and is arranged between the lower surface of the upper surface of pedestal 1 and support base 2.
Second aseismatic mechanism, including branch, knighthead 10, column 11, buffering circular arc spring 12 and the straight spring 13 of buffering; Column 11, quantity is at least 4, is annularly uniformly distributed, and each column 11 passes through the support base 2 and pedestal of the first aseismatic mechanism 1 is vertically fixedly connected;Branch, in annular, the lower surface for being socketed in tower body 7 and branch is fixed on the upper surface of column 11, Branch is additionally provided with several along its circumferential equally distributed groove 8, and each groove 8, which is provided with centre position, has the circle of through hole Curved tailgate 801 and the outside of circular arc plate washer 801 and with the circular arc spring stack 802 of the concentric of circular arc plate washer 801, The two ends of circular arc plate washer 801 and circular arc spring stack 802 are respectively fixed on the both sides of groove 8, buffer straight spring 13 with it is recessed The quantity of groove 8 is identical, the quantity of buffering circular arc spring 12 for groove 8 twice of quantity identical;Knighthead 10, quantity with it is recessed The quantity of groove 8 is identical, and one end is hinged with pedestal 1, and the lower surface of the other end through groove 8 is hinged with tower body connecting rod 9.
Tower body 7 is fixedly connected by the way that ring flange 6 is vertical with support base 2.
Tower body connecting rod 9, quantity is identical with the quantity of groove 8, and one end is fixedly connected with tower body 7, and the other end is provided with clip, Tower body connecting rod 9 passes through the through hole of circular arc plate washer 801 and is stuck in by clip on circular arc spring stack 802;Distinguish clip both sides A buffering circular arc spring 12 is provided with, buffering circular arc spring 12 is socketed on circular arc spring stack 802 and is arranged at the side of groove 8 Between face and clip;Straight spring 13 is buffered to be socketed on tower body connecting rod 9 and be arranged between tower body 7 and circular arc plate washer 801.
Antenna holding pole 14 is arranged on the upper end of tower body 7, and lightning rod 15 is arranged on the top of tower body 7.
Thus, using dual precautions against earthquakes, when shaking direction for vertical vibrations, some groups of butterflies of the first aseismatic mechanism Spring is prevented from vibrations and is directly delivered to tower body 7 from pedestal 1, plays cushioning effect;When it is transverse vibration to shake direction, the It is anti-that the buffering circular arc spring 12 of two aseismatic mechanisms diametrically can play buffering with the straight spring 13 of buffering in a circumferential direction Shake is acted on, and prevents that vibrations are directly delivered to tower body connecting rod 9 from pedestal 1, so as to be delivered to tower body 7;It is strong big when run into addition During wind, the second aseismatic mechanism allows tower body 7 to occur microdisplacement, and buffering circular arc spring 12 and the straight spring 13 of buffering can also play branch Support is acted on, and the antidetonation capability of anti-wind of tower body 7 is improved, so as to improve the unfailing performance of tower body 7.
Preferably, as shown in figure 1, antenna holding pole 14 includes pole main body, waling stripe and diagonal control arm;Waling stripe, tiltedly One end of connecting rod is connected with tower body 7, and the other end is connected with pole main body.
In some preferred embodiments, as shown in figure 1, antenna holding pole 14 also includes pole spring, level company is socketed in On bar and it is arranged between tower body 7 and pole main body.Thus, when running into strong wind, spring can play support cushioning effect.
In some preferred embodiments, as shown in figure 1, the support butterfly spring 3 and brace rod 4 of the first aseismatic mechanism Quantity is some groups, and every group includes a brace rod 4 and be socketed in the support butterfly of at least four butterfly spring superposition thereon Spring 3.So, it is ensured that the big rigidity of support butterfly spring 3, rigidity is close to, increases the stability of the first aseismatic mechanism.
Preferably, the material of butterfly spring is alloy spring steel.Thus, the spring has enough elastic deformabilities and energy Larger load is born, increases the stability of the first aseismatic mechanism.
In some preferred embodiments, as shown in figure 1, the one end on the insertion of brace rod 4 ground is wedge angle.It so, it is possible Ensure that pedestal 1 is more firmly fixed on the ground.
Preferably, as shown in Fig. 2 the quantity of groove 8 is at least 4.It so, it is possible the transverse direction of the second aseismatic mechanism of guarantee Shockproof properties.
Shockproof communication tower proposed by the present invention, designs ingenious, feasibility is high, and the tower body of triangular design can very limits Ground reduces the resistance of wind, using dual precautions against earthquakes, when shaking direction for vertical vibrations, some groups of butterflies of the first aseismatic mechanism Shape spring is prevented from vibrations and is directly delivered to tower body from pedestal, when it is transverse vibration to shake direction, the second aseismatic mechanism Buffering circular arc spring and the straight spring of buffering can block the active force that tower body is subject to, and the shock resistance of tower body be improved, so as to improve tower The unfailing performance of body.
Although the present invention is disclosed above with preferred embodiment, so it is not limited to the present invention.Skill belonging to of the invention Has usually intellectual in art field, without departing from the spirit and scope of the present invention, when can be used for a variety of modifications and variations.Cause This, the scope of protection of the present invention is defined by those of the claims.

Claims (7)

1. a kind of shockproof communication tower, it is characterised in that prevent including pedestal, tower body, ring flange, antenna holding pole, lightning rod, first Mechanism, the second aseismatic mechanism and several tower body connecting rods are shaken, wherein:
Pedestal is disc, is fixed on by earth stud on ground;
First aseismatic mechanism, including support base, brace rod and support butterfly spring;Support base, installed in the top of pedestal, with base Seat is bolted;Brace rod, one end is fixedly connected with support base, and the other end inserts ground through pedestal;Support butterfly bullet Spring, is socketed on brace rod and is arranged between the upper surface of pedestal and the lower surface of support base;
Second aseismatic mechanism, including branch, knighthead, column, buffering circular arc spring and the straight spring of buffering;Column, quantity is extremely It is less 4, is annularly uniformly distributed, the support base of each column through the first aseismatic mechanism is vertical with pedestal is fixedly connected;Branch Disk, in annular, the lower surface for being socketed in tower body and branch is fixed on column upper surface, and branch is additionally provided with several edges Its circumferential equally distributed groove, each groove, which is provided with centre position, has the circular arc plate washer of through hole and in circular arc plate washer Outside and with the circular arc spring stack of circular arc plate washer concentric, the two ends of circular arc plate washer and circular arc spring stack are divided equally The both sides of groove are not fixed on, the straight spring of buffering is identical with the quantity of groove, the quantity of buffering circular arc spring is the quantity of groove Twice of identical;Knighthead, quantity is identical with the quantity of groove, and one end is hinged with pedestal, and the other end passes through the lower end of groove Face and tower body rod hinge connection;
Tower body is fixedly connected by the way that ring flange and support base are vertical;
Tower body connecting rod, quantity is identical with the quantity of groove, and one end is fixedly connected with tower body, and the other end is provided with clip, and tower body connects Bar passes through the through hole of circular arc plate washer and is stuck in by clip on circular arc spring stack;Clip both sides are respectively arranged with a buffering Circular arc spring, buffering circular arc spring is socketed on circular arc spring stack and is arranged between groove side and clip;Buffer straight bullet Spring is socketed on tower body connecting rod and is arranged at tower body between circular arc plate washer;
Antenna holding pole is arranged on the upper end of tower body, and lightning rod is arranged on the top of tower body.
2. shockproof communication tower according to claim 1, it is characterised in that the antenna holding pole includes pole main body, water Flat connecting rod and diagonal control arm;Waling stripe, one end of diagonal control arm are connected with tower body, and the other end is connected with pole main body.
3. shockproof communication tower according to claim 2, it is characterised in that the antenna holding pole also includes pole spring, It is socketed on waling stripe and is arranged at tower body between pole main body.
4. shockproof communication tower according to claim 1, it is characterised in that the support butterfly bullet of first aseismatic mechanism The quantity of spring and brace rod is some groups, and every group of at least four butterfly spring for including a brace rod and being socketed in thereon is folded Plus support butterfly spring.
5. shockproof communication tower according to claim 4, it is characterised in that the material of the butterfly spring is alloy spring Steel.
6. shockproof communication tower according to claim 4, it is characterised in that the one end on the brace rod insertion ground is point Angle.
7. shockproof communication tower according to claim 1, it is characterised in that the quantity of the groove is at least 4.
CN201710328360.8A 2017-05-11 2017-05-11 Shockproof communication tower Pending CN106958379A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107676579A (en) * 2017-10-13 2018-02-09 天津塔尔森科技发展有限公司 Steel structure support base
CN107700919A (en) * 2017-09-29 2018-02-16 国动网络通信集团山东有限公司 Shockproof reinforced communication tower
CN107762232A (en) * 2017-10-24 2018-03-06 段遵虎 A kind of communications tower with anti-seismic performance
CN108060819A (en) * 2018-01-30 2018-05-22 山东博发智能科技有限公司 A kind of power transmission tower with automatic cleaning function
CN108092224A (en) * 2017-12-22 2018-05-29 周五莲 A kind of high-voltage arrester mounting bracket
CN108346846A (en) * 2018-02-06 2018-07-31 深圳市中科智诚科技有限公司 A kind of intelligent communication iron tower being suitable for outdoor high altitude localities
CN108625656A (en) * 2018-07-02 2018-10-09 苏州洋紫瑞信息科技有限公司 A kind of antidetonation roof communication tower facilitating installation
CN110714649A (en) * 2019-12-06 2020-01-21 上海量明科技发展有限公司 Damping device for wind vibration resistance, communication tower and antenna assembly thereof
CN111029710A (en) * 2019-12-06 2020-04-17 上海建顾减震科技有限公司 Damping holding pole of antenna and antenna assembly of communication tower
CN111075044A (en) * 2019-12-06 2020-04-28 上海建顾减震科技有限公司 Multi-dimensional vibration-resistant communication tower and antenna assembly
CN111364795A (en) * 2020-03-13 2020-07-03 安徽省大愿工坊木业有限公司 Shock resistance ancient building foundation reinforced structure
CN112392319A (en) * 2020-11-09 2021-02-23 济南双丹贸易有限公司 Mobile communication tower is made to anti-wind type intelligence
CN113028208A (en) * 2021-02-26 2021-06-25 上海国动网络通信有限公司 Signal conditioning equipment for 5G communication base station and use method
CN113914699A (en) * 2021-09-30 2022-01-11 兰州理工大学 Power transmission tower wind-resistant damping structure based on negative Poisson effect

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CN106382050A (en) * 2016-11-24 2017-02-08 国网河南省电力公司平顶山供电公司 Earthquake prevention fixed base for electric pole
CN207177424U (en) * 2017-05-11 2018-04-03 上海国动网络通信有限公司 Shockproof communication tower

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Publication number Priority date Publication date Assignee Title
US20080098670A1 (en) * 2006-10-31 2008-05-01 Hai Tang Hsu Earthquake resistant building foundation
CN200967933Y (en) * 2006-11-10 2007-10-31 谭文 Flexible crash-proof upright column
KR100955644B1 (en) * 2010-01-25 2010-05-06 (주)동부기술단 A power supply post having function of impact absorption
KR101426204B1 (en) * 2013-07-04 2014-08-01 창원대학교 산학협력단 Seismic device of wind power generator using the ball joint
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Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700919A (en) * 2017-09-29 2018-02-16 国动网络通信集团山东有限公司 Shockproof reinforced communication tower
CN107676579A (en) * 2017-10-13 2018-02-09 天津塔尔森科技发展有限公司 Steel structure support base
CN107762232A (en) * 2017-10-24 2018-03-06 段遵虎 A kind of communications tower with anti-seismic performance
CN108092224A (en) * 2017-12-22 2018-05-29 周五莲 A kind of high-voltage arrester mounting bracket
CN108060819A (en) * 2018-01-30 2018-05-22 山东博发智能科技有限公司 A kind of power transmission tower with automatic cleaning function
CN108346846A (en) * 2018-02-06 2018-07-31 深圳市中科智诚科技有限公司 A kind of intelligent communication iron tower being suitable for outdoor high altitude localities
CN108625656A (en) * 2018-07-02 2018-10-09 苏州洋紫瑞信息科技有限公司 A kind of antidetonation roof communication tower facilitating installation
CN110714649A (en) * 2019-12-06 2020-01-21 上海量明科技发展有限公司 Damping device for wind vibration resistance, communication tower and antenna assembly thereof
CN111029710A (en) * 2019-12-06 2020-04-17 上海建顾减震科技有限公司 Damping holding pole of antenna and antenna assembly of communication tower
CN111075044A (en) * 2019-12-06 2020-04-28 上海建顾减震科技有限公司 Multi-dimensional vibration-resistant communication tower and antenna assembly
CN111364795A (en) * 2020-03-13 2020-07-03 安徽省大愿工坊木业有限公司 Shock resistance ancient building foundation reinforced structure
CN112392319A (en) * 2020-11-09 2021-02-23 济南双丹贸易有限公司 Mobile communication tower is made to anti-wind type intelligence
CN113028208A (en) * 2021-02-26 2021-06-25 上海国动网络通信有限公司 Signal conditioning equipment for 5G communication base station and use method
CN113028208B (en) * 2021-02-26 2022-11-15 上海国动网络通信有限公司 Signal conditioning equipment for 5G communication base station and use method
CN113914699A (en) * 2021-09-30 2022-01-11 兰州理工大学 Power transmission tower wind-resistant damping structure based on negative Poisson effect

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Application publication date: 20170718

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