CN107762232B - A kind of communications tower with anti-seismic performance - Google Patents
A kind of communications tower with anti-seismic performance Download PDFInfo
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- CN107762232B CN107762232B CN201711003730.7A CN201711003730A CN107762232B CN 107762232 B CN107762232 B CN 107762232B CN 201711003730 A CN201711003730 A CN 201711003730A CN 107762232 B CN107762232 B CN 107762232B
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- pedestal
- damping
- tower body
- damping device
- spring
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The present invention relates to domain of communication equipment, in particular to a kind of communications tower with anti-seismic performance.Including tower body and tower body bottom is mounted on for realizing the pedestal of anti-seismic performance, the pedestal is equipped with open upward accommodating chamber, the pedestal includes the first damping device for connecting tower body and pedestal, second damping device and several third damping devices, first damping device includes several connecting components, each connecting component includes the connecting rod that can be mounted between tower body and pedestal, second damping device includes several support rods, each third damping device includes the buffer part that can control entire pedestal lifting, shield is arranged with outside first damping device, the upper section of the tower body is equipped with communication device and lightning arrester.The present invention enables to the setting that entire communications tower can be stable, can be improved communications tower shock resistance, improves the security performance of communications tower, and then can satisfy the needs used.
Description
Technical field
The present invention relates to domain of communication equipment, in particular to a kind of communications tower with anti-seismic performance.
Background technique
Communications tower is to install a kind of tall and slender structure of communication antenna, its main feature is that structure is higher, cross section is relatively small, horizontal
It plays a major role to load, is a kind of elongated structures.
It is made of steel members such as tower body, platform, lightning rod, ladder, antenna mountings, and through hot galvanizing preservative treatment, mainly
For microwave, ultrashort wave, the transmission of wireless network signal and transmitting etc..In order to guarantee the normal operation of wireless communication system, one
As communication antenna is arranged to highest point to increase service radius, to reach ideal communication effect.And communication antenna must have
Communications tower come increase height, so communication steel tower important function has been played in communication network system.
Communications tower belongs to one kind of signal transmitting tower, is also signal transmitting tower or signal tower, and major function supports signal, is
Signal transmitting antenna supports, and is mainly used for microwave, ultrashort wave, the transmission of wireless network signal and transmitting etc., for remotely logical
Letter.
The existing frequently-used generally existing shock resistance of communication tower foundation is poor, the weaker problem of monitoring capability, so that communications tower
Security performance reduce, be not able to satisfy the needs used.
Summary of the invention
In view of the above-mentioned deficiencies in the prior art, it is an object of the present invention to provide a kind of communications tower with anti-seismic performance.
To solve the above problems, the present invention the following technical schemes are provided:
A kind of communications tower with shock resistance including tower body and is mounted on tower body bottom for realizing the base of anti-seismic performance
Seat, the pedestal are equipped with open upward accommodating chamber, the pedestal include for connect the first damping device of tower body and pedestal,
It is mounted in accommodating chamber for the first damping device of support and realizes to it the second damping device of buffer function and several in square
Shape is distributed in the third damping device of pedestal lateral wall corner, and first damping device includes several is with the axis of tower body
The circumferentially equally distributed connecting component of center line, each connecting component include that can be mounted between tower body and pedestal
Connecting rod, second damping device include several support rods being set in qually spaced on pedestal inner sidewall, each third
Damping device includes the buffer part that can control entire pedestal lifting, is arranged with shield outside first damping device, institute
The upper section for stating tower body is equipped with communication device and lightning arrester.
Further, the pedestal is rectangular configuration, and first damping device includes being arranged in accommodating chamber as rectangle
The mounting plate of structure corresponds to each connecting component on the tower body and mounting plate and is respectively equipped with first sliding groove and second sliding slot,
The connecting component include be mounted in first sliding groove and the first connection component that can slide and be mounted in second sliding slot and
The second connection component that can be slided, the both ends of each connecting rod are fixedly mounted on the first connection component and of corresponding position
On two connection components.
Further, first connection component includes the first sliding block, the first spring and second spring, the first sliding groove
Interior the first track groove being equipped with for the sliding of the first sliding block, the direction of motion of first sliding block is identical as the axis direction of tower body,
The upper and lower ends of first sliding block pass through the phase that the first spring connects with second spring and finally installs the first track groove respectively
Pair two inner walls on.
Further, second connection component includes the second sliding block and third spring, is equipped with and supplies in the second sliding slot
Second track groove of the second sliding block sliding, the glide direction of second sliding block is identical as the length direction of mounting plate, and described the
The one end of two sliding blocks far from tower body is connected on the inner wall of second sliding slot by third spring, and the third spring is upright post type knot
The axis direction of structure, the third spring is identical as the length direction of mounting plate, and one end of each connecting rod is sliding with first
The lateral wall of block is fixedly connected, and is fixedly connected at the top of the other end and the second sliding block.
Further, the mounting plate is equipped with the mounting groove being coaxially disposed with tower body, is all provided in each mounting groove
There is the connecting column being fixedly mounted with the bottom of tower body, the connecting column is made of rubber material.
Further, second damping device further includes first subtracting of being arranged of several equal spacing in length direction along pedestal
Shake component and several the second damping parts along base length direction spaced set, first damping part and the second damping
The structure of component is identical, and each first damping part is corresponded on the inner sidewall of the pedestal and the position of the second damping part is equal
Equipped with inserting groove, the first all damping parts and the second damping part are fixedly mounted in inserting groove.
Further, all support rods include multiple first support bars and multiple second support bars, and each first
The both ends of strut are plugged on respectively in the first damping part of corresponding position, and one end of each second support bar sequentially passes through
Several first support bars are simultaneously finally plugged in the second damping part of pedestal one side wall, and the other end is plugged on another side wall of pedestal
The second damping part in.
Further, first damping part and the second damping part include the buffering of two settings symmetrical above and below
Block, two buffer stoppers centres constitute the through slot for capableing of grafting first support bar and second support bar.
Further, it is in distributed rectangular in pedestal lateral wall upper fixed seat that the third damping device, which further includes several, often
The top half of a fixing seat is flexibly connected with pedestal, and each buffer part includes the first bumper post, the 4th bullet
Spring, telescopic rod and the second bumper post, first bumper post are installed on the base by telescopic rod, the second bumper post installation
In the bottom end of telescopic rod, the 4th spring is mounted between the first bumper post and the second bumper post.
Further, the buffer stopper, the first bumper post and the second bumper post are made of rubber.
The utility model has the advantages that a kind of communications tower with shock resistance of the invention, passes through the first damping device, the second damping device
With the setting of third damping device, several connecting rods when communications tower encounters violent shaking, on the first damping device first
The violent kinetic energy generated that shakes can be transferred to the first spring and second spring under the drive of the first sliding block and the second sliding block,
Kinetic energy is neutralized by the elastic potential energy of the first spring and second spring；Mounting plate is entirely mounted on the second damping device,
By undertaking for several first support bars and second support bar, the kinetic energy for shaking generation can be transmitted on mounting plate and then be transmitted to
It in first support bar and second support bar, and then is transmitted on the first damping part and the second damping part, passes through the first damping
Buffer stopper on component and the second damping part realizes the neutralization to kinetic energy；All buffer parts can neutralize vibration and generate on pedestal
Huge kinetic energy, to realize that pedestal can stablize setting, and then enable to the setting that entire communications tower can be stable, can
Communications tower shock resistance is improved, improves the security performance of communications tower, and then can satisfy the needs used.
Detailed description of the invention
Fig. 1 is schematic perspective view of the invention；
Fig. 2 is front view of the invention；
Fig. 3 is the cross-sectional view in Fig. 2 along line A-A；
Fig. 4 is the schematic perspective view of pedestal of the present invention；
Fig. 5 is the enlarged drawing in Fig. 4 at B；
Fig. 6 is the assembling structure schematic diagram of pedestal of the present invention；
Fig. 7 is the enlarged drawing in Fig. 6 at C；
Fig. 8 is the schematic perspective view of buffer part of the invention；
Description of symbols: tower body 1, first sliding groove 1a, second sliding slot 1b, the first connection component 1c, the first sliding block 1c1,
First spring 1c2, second spring 1c3, the second connection component 1d, the second sliding block 1d1, third spring 1d2, the first track groove 1e,
Second track groove 1f, pedestal 2, accommodating chamber 3, the first damping device 4, connecting component 4a, connecting rod 4b, shield 4c, mounting plate
4d, connecting column 4e, the second damping device 5, inserting groove 5a, first support bar 5b, second support bar 5c, buffer stopper 5d, third subtract
Shake device 6, buffer part 6a, fixing seat 6b, the first bumper post 6c, the 4th spring 6d, telescopic rod 6e, the second bumper post 6f, communication
Device 7, lightning arrester 8.
Specific embodiment
With reference to the accompanying drawings of the specification and embodiment, specific embodiments of the present invention are described in further detail:
It is used referring to figs. 1 to a kind of communications tower with shock resistance shown in Fig. 8, including tower body 1 with 1 bottom of tower body is mounted on
In the pedestal 2 for realizing anti-seismic performance, the pedestal 2 is equipped with open upward accommodating chamber 3, and the pedestal 2 includes for connecting tower
First damping device 4 of body 1 and pedestal 2 is mounted in accommodating chamber 3 for the first damping device of support 4 and realizes buffering to it
Second damping device 5 of effect and it is several in distributed rectangular 2 lateral wall corner of pedestal third damping device 6, described the
One damping device 4 includes several using the axis of tower body 1 as the circumferentially equally distributed connecting component 4a of center line, each connection
Component 4a includes the connecting rod 4b that can be mounted between tower body 1 and pedestal 2, and second damping device 5 includes several etc.
The support rod on 2 inner sidewall of pedestal is arranged in spacing, and each third damping device 6 includes that can control entire pedestal 2
The buffer part 6a of lifting, first damping device 4 are arranged with shield 4c outside, and the upper section of the tower body 1 is equipped with communication device 7
With lightning arrester 8, realized by the setting of several connecting component 4a, several support rods and all buffer part 6a to communications tower
Cushioning buffer effect.
Working principle: by the first damping device 4, communication is worked as in the setting of the second damping device 5 and third damping device 6
When tower encounters violent shaking, several connecting rod 4b on the first damping device 4 first can be in the first sliding block 1c1 and the second sliding block
Under the drive of 1d1, the violent kinetic energy generated that shakes is transferred to the first spring 1c2 and second spring 1c3, passes through the first spring
The elastic potential energy of 1c2 and second spring 1c3 neutralize kinetic energy；Mounting plate 4d is entirely mounted on the second damping device 5, is passed through
Several first support bar 5b's and second support bar 5c undertakes, and the kinetic energy for shaking generation can be transmitted on mounting plate 4d and then transmit
It onto first support bar 5b and second support bar 5c, and then is transmitted on the first damping part and the second damping part, passes through
Buffer stopper 5d on one damping part and the second damping part realizes the neutralization to kinetic energy；All buffer part 6a can on pedestal 2
Neutralize the huge kinetic energy that vibration generates.
The pedestal 2 is rectangular configuration, and first damping device 4 includes being arranged in accommodating chamber 3 as rectangular configuration
First sliding groove 1a and second is respectively equipped with corresponding to each connecting component 4a on mounting plate 4d, the tower body 1 and mounting plate 4d to slide
Slot 1b, the connecting component 4a include being mounted in first sliding groove 1a and the first connection component 1c that can slide and being mounted on the
In two sliding slot 1b and the second connection component 1d that can slide, the both ends of each connecting rod 4b are fixedly mounted on corresponding position
On first connection component 1c and the second connection component 1d, when huge kinetic energy generates, each connecting component 4a can be
Sliding in the first sliding groove 1a and second sliding slot 1b of corresponding position, and then huge kinetic energy can be neutralized, to realize first
The damping effect of damping device 4, and then can satisfy stablizing for communications tower and be arranged.
The first connection component 1c includes the first sliding block 1c1, the first spring 1c2 and second spring 1c3, and described first is sliding
The direction of motion and tower body 1 for the first track groove 1e, the first sliding block 1c1 of the first sliding block 1c1 sliding are equipped in slot 1a
Axis direction is identical, and the upper and lower ends of the first sliding block 1c1 pass through the first spring 1c2 respectively and connect simultaneously with second spring 1c3
On opposite two inner wall of the first track groove 1e of final installation, the first sliding block 1c1 passes through the first spring 1c2 and second spring
1c3 is mounted in first sliding groove 1a, and the kinetic energy generated when tower body 1 shakes will be transmitted on the first sliding block 1c1, then be led to
It crosses the first sliding block 1c1 the kinetic energy of generation is transmitted on the first spring 1c2 and second spring 1c3, passes through the first spring 1c2 and
The elastic potential energy of two spring 1c3 neutralizes kinetic energy, so as to realize the stability of tower body 1.
The second connection component 1d includes being equipped with to supply in the second sliding block 1d1 and third spring 1d2, the second sliding slot 1b
The glide direction and the length direction phase of mounting plate 4d of second track groove 1f, the second sliding block 1d1 of the second sliding block 1d1 sliding
Together, the described one end of second sliding block 1d1 far from tower body 1 is connected on the inner wall of second sliding slot 1b by third spring 1d2, described
Third spring 1d2 is upright post type structure, and the axis direction of the third spring 1d2 is identical as the length direction of mounting plate 4d, often
One end of a connecting rod 4b is fixedly connected with the lateral wall of the first sliding block 1c1, and the top of the other end and the second sliding block 1d1 are solid
Fixed connection, the second sliding block 1d1 and third spring 1d2 being mounted on mounting plate 4d, because the kinetic energy that tower body 1 generates is transmitted to installation
When plate 4d, connecting rod 4b just will drive the second sliding block 1d1 and move in second sliding slot 1b, and then kinetic energy is transferred to third spring
On 1d2, the elastic potential energy of third spring 1d2 will neutralize kinetic energy, further can satisfy 2 tower bodies 1 of entire pedestal
Stability.
The mounting plate 4d is equipped with the mounting groove that is coaxially disposed with tower body 1, is equipped in each mounting groove and tower
The connecting column 4e that the bottom of body 1 is fixedly mounted, the connecting column 4e are made of rubber material, and connecting column 4e setting on the one hand can
Realize that tower body 1 can be mounted on mounting plate 4d, on the other hand in tower body 1 because kinetic energy is just when shaking generation huge kinetic energy
It can be transferred on connecting column 4e along the transmitting downwards always of tower body 1, it, and then can be real because connecting column 4e is to be made of rubber
Now to the neutralization of the kinetic energy of a part.
Second damping device 5 further includes the first damping part that several equal spacing in length direction along pedestal 2 are arranged
With several the second damping parts along the setting of 2 equal spacing in length direction of pedestal, first damping part and the second damping part
Structure it is identical, the position that each first damping part and the second damping part are corresponded on the inner sidewall of the pedestal 2 is all provided with
There is inserting groove 5a, the first all damping parts and the second damping part are fixedly mounted in inserting groove 5a, inserting groove 5a's
On the one hand the installation that can satisfy to the first damping part and the second damping part is set, on the other hand can be realized neutralization support
The kinetic energy of bar transmitting.
All support rods include multiple first support bar 5b and multiple second support bar 5c, each first support bar 5b
Both ends be plugged in the first damping part of corresponding position respectively, if one end of each second support bar 5c sequentially passes through
Dry first support bar 5b is simultaneously finally plugged in the second damping part of 2 one side wall of pedestal, and the other end is plugged on 2 other side of pedestal
In second damping part of wall, the setting of several first support bar 5b and second support bar 5c can satisfy the branch to mounting plate 4d
Support also can be realized the kinetic energy for transmit tower body 1 and realize neutralization, and then can satisfy the steady of pedestal 2 and entire communications tower
Fixed setting.
First damping part and the second damping part include the buffer stopper 5d of two settings symmetrical above and below, and two slow
It rushes among block 5d and constitutes the through slot for capableing of grafting first support bar 5b and second support bar 5c, upper and lower two buffer stopper 5d's
Setting, realizes the grafting to first support bar 5b and second support bar 5c, so also can be realized first support bar 5b and
The kinetic energy of second support bar 5c transmitting, which is realized, to be neutralized.
The third damping device 6 further include it is several in distributed rectangular in 2 lateral wall upper fixed seat 6b of pedestal, it is each described
The top half of fixing seat 6b is flexibly connected with pedestal 2, and each buffer part 6a includes the first bumper post 6c, the 4th bullet
Spring 6d, telescopic rod 6e and the second bumper post 6f, the first bumper post 6c are installed on the base 2 by telescopic rod 6e, and described the
Two bumper post 6f are mounted on the bottom end of telescopic rod 6e, and the 4th spring 6d is mounted on the first bumper post 6c and the second bumper post 6f
Between, when kinetic energy is transferred on pedestal 2 by tower body 1, kinetic energy can be then transmitted to first by pedestal 2 for the setting of several buffer part 6a
On bumper post 6c, kinetic energy can be sent to downwards always on the second bumper post 6f along telescopic rod 6e, because being equipped between the two
Four spring 6d will, the setting of the elastic potential energy of the 4th spring 6d will will be dynamic between the first bumper post 6c and the second bumper post 6f
It can neutralize, and then can be realized and cushioning effect is realized to pedestal 2 and tower body 1.
The buffer stopper 5d, the first bumper post 6c and the second bumper post 6f are made of rubber, and rubber material has certain
Spring-go, can neutralize a part kinetic energy, to play the effect of good damping and buffering.
The above described is only a preferred embodiment of the present invention, not making any limit to technical scope of the invention
System, therefore any subtle modifications, equivalent variations and modifications to the above embodiments according to the technical essence of the invention,
In the range of still falling within technical solution of the present invention.
Claims (8)
1. a kind of communications tower with shock resistance, it is characterised in that: including tower body (1) and be mounted on tower body (1) bottom for real
The pedestal (2) of existing anti-seismic performance, the pedestal (2) are equipped with open upward accommodating chamber (3), and the pedestal (2) includes for connecting
For the first damping device of support (4) in connecing the first damping device (4) of tower body (1) and pedestal (2), being mounted on accommodating chamber (3)
And it is realized buffer function the second damping device (5) and it is several in distributed rectangular the of pedestal (2) lateral wall corner
Three damping devices (6), first damping device (4) include that several axis using tower body (1) are circumferentially uniformly distributed as center line
Connecting component (4a), each connecting component (4a) includes that can be mounted on connection between tower body (1) and pedestal (2)
Bar (4b), second damping device (5) include several support rods being set in qually spaced on pedestal (2) inner sidewall, Mei Gesuo
Stating third damping device (6) includes the buffer part (6a) that can control entire pedestal (2) lifting, first damping device
(4) it is arranged with shield (4c) outside, the upper section of the tower body (1) is equipped with communication device (7) and lightning arrester (8)；
The pedestal (2) is rectangular configuration, and first damping device (4) includes that setting is rectangular configuration in accommodating chamber (3)
Mounting plate (4d), each connecting component (4a) is corresponded on the tower body (1) and mounting plate (4d) and is respectively equipped with first sliding groove
(1a) and second sliding slot (1b), the connecting component (4a) include being mounted in first sliding groove (1a) and can slide first to connect
Connected components (1c) and it is mounted on the second connection component (1d) that in second sliding slot (1b) and can be slided, each connecting rod (4b)
Both ends are fixedly mounted on the first connection component (1c) and the second connection component (1d) of corresponding position；
First connection component (1c) includes the first sliding block (1c1), the first spring (1c2) and second spring (1c3), and described the
The first track groove (1e) for the first sliding block (1c1) sliding, the movement side of first sliding block (1c1) are equipped in one sliding slot (1a)
To identical as the axis direction of tower body (1), the upper and lower ends of first sliding block (1c1) pass through respectively the first spring (1c2) and
Second spring (1c3) is connected and is finally mounted on opposite two inner wall of the first track groove (1e).
2. a kind of communications tower with shock resistance according to claim 1, it is characterised in that: second connection component
(1d) includes the second sliding block (1d1) and third spring (1d2), is equipped in the second sliding slot (1b) sliding for the second sliding block (1d1)
The glide direction of dynamic the second track groove (1f), second sliding block (1d1) is identical as the length direction of mounting plate (4d), described
The one end of second sliding block (1d1) far from tower body (1) is connected on the inner wall of second sliding slot (1b) by third spring (1d2), institute
Stating third spring (1d2) is upright post type structure, the axis direction of the third spring (1d2) and the length direction of mounting plate (4d)
Identical, one end of each connecting rod (4b) is fixedly connected with the lateral wall of the first sliding block (1c1), the other end and the second sliding block
It is fixedly connected at the top of (1d1).
3. a kind of communications tower with shock resistance according to claim 1, it is characterised in that: set on the mounting plate (4d)
There is the mounting groove with tower body (1) coaxial arrangement, is equipped with the company being fixedly mounted with the bottom of tower body (1) in each mounting groove
It connects column (4e), the connecting column (4e) is made of rubber material.
4. a kind of communications tower with shock resistance according to claim 3, it is characterised in that: second damping device
It (5) further include the first damping part that several equal spacing in length direction along pedestal (2) are arranged and several along pedestal (2) width side
To the second damping part of spaced set, the structure of first damping part and the second damping part is identical, the pedestal
(2) correspond to each first damping part on inner sidewall and the position of the second damping part is equipped with inserting groove (5a), own
The first damping part and the second damping part be fixedly mounted in inserting groove (5a).
5. a kind of communications tower with shock resistance according to claim 4, it is characterised in that: all support rods include
The both ends of multiple first support bars (5b) and multiple second support bars (5c), each first support bar (5b) are plugged on correspondence respectively
In first damping part of position, one end of each second support bar (5c) sequentially passes through several first support bars (5b) simultaneously
It is finally plugged in the second damping part of pedestal (2) one side wall, the other end is plugged on the second damping of pedestal (2) another side wall
In component.
6. a kind of communications tower with shock resistance according to claim 5, it is characterised in that: first damping part and
Second damping part includes the buffer stopper (5d) of two settings symmetrical above and below, and constituting one among two buffer stoppers (5d) can
The through slot of grafting first support bar (5b) and second support bar (5c).
7. a kind of communications tower with shock resistance according to claim 6, it is characterised in that: the third damping device
(6) further include several in fixing seat (6b) of the distributed rectangular on pedestal (2) lateral wall, each fixing seat (6b) it is upper
Half part is flexibly connected with pedestal (2), and each buffer part (6a) includes the first bumper post (6c), the 4th spring
(6d), telescopic rod (6e) and the second bumper post (6f), first bumper post (6c) are mounted on pedestal (2) by telescopic rod (6e)
On, second bumper post (6f) is mounted on the bottom end of telescopic rod (6e), and the 4th spring (6d) is mounted on the first bumper post
Between (6c) and the second bumper post (6f).
8. a kind of communications tower with shock resistance according to claim 7, it is characterised in that: the buffer stopper (5d),
One bumper post (6c) and the second bumper post (6f) are made of rubber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711003730.7A CN107762232B (en) | 2017-10-24 | 2017-10-24 | A kind of communications tower with anti-seismic performance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711003730.7A CN107762232B (en) | 2017-10-24 | 2017-10-24 | A kind of communications tower with anti-seismic performance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107762232A CN107762232A (en) | 2018-03-06 |
| CN107762232B true CN107762232B (en) | 2019-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201711003730.7A Active CN107762232B (en) | 2017-10-24 | 2017-10-24 | A kind of communications tower with anti-seismic performance |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610728B (en) * | 2018-11-19 | 2020-11-13 | 赣州远锦安全科技有限公司 | High-strength steel-concrete prefabricated bearing column |
| CN113062445A (en) * | 2021-02-25 | 2021-07-02 | 机械工业第九设计研究院有限公司 | Steel structure base for factory building |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8627614B2 (en) * | 2010-10-28 | 2014-01-14 | Us Tower Corporation | Rapid deploy guy system |
| KR101426204B1 (en) * | 2013-07-04 | 2014-08-01 | 창원대학교 산학협력단 | Seismic device of wind power generator using the ball joint |
| CN104315079B (en) * | 2014-09-18 | 2016-07-06 | 中国地震局工程力学研究所 | Comprise the three-dimensional shock isolation pedestal of spring damping guide rod device |
| CN205172120U (en) * | 2015-10-16 | 2016-04-20 | 衡水奥宇钢结构有限公司 | A communication tower for taking precautions against earthquakes prevent wind |
| CN205935898U (en) * | 2016-08-11 | 2017-02-08 | 河北智恒达塔业有限公司 | Tower is decorated to roof convenient to overhaul |
| CN106958379A (en) * | 2017-05-11 | 2017-07-18 | 上海国动网络通信有限公司 | Shockproof communication tower |
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| CN107762232A (en) | 2018-03-06 |
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Effective date of registration: 20190612 Address after: 331409 No. 7 Industrial Park, Xiajiang County, Ji'an City, Jiangxi Province Applicant after: Jiangxi Yatai Power Equipment Co., Ltd. Address before: 264013 No. 7 Aerospace Road, Yantai High-tech Zone, Shandong Province Applicant before: Duan Zunhu |
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