CN107762232A - 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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- CN107762232A CN107762232A CN201711003730.7A CN201711003730A CN107762232A CN 107762232 A CN107762232 A CN 107762232A CN 201711003730 A CN201711003730 A CN 201711003730A CN 107762232 A CN107762232 A CN 107762232A
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- damping
- tower body
- damping device
- tower
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- 238000004891 communication Methods 0.000 title claims abstract description 48
- 238000013016 damping Methods 0.000 claims abstract description 105
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 66
- 230000035939 shock Effects 0.000 claims abstract description 16
- 230000001681 protective effect Effects 0.000 claims abstract description 5
- 230000000694 effects Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 238000006386 neutralization reaction Methods 0.000 description 5
- 238000005381 potential energy Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
Classifications
-
- 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
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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)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to domain of communication equipment, more particularly to a kind of communications tower with anti-seismic performance.It is used for the pedestal for realizing anti-seismic performance including tower body and installed in tower body bottom, the pedestal is provided with open upward accommodating chamber, the pedestal includes being used for the first damping device for connecting tower body and pedestal, second damping device and some 3rd damping devices, first damping device includes some connection members, each connection member includes the connecting rod that can be arranged between tower body and pedestal, second damping device includes some support bars, each 3rd damping device includes the buffer part that can control whole pedestal lifting, protective cover is arranged with outside first damping device, the epimere of the tower body is provided with communication device and lightning arrester.The present invention enables to the setting that whole communications tower can be stablized, it is possible to increase communications tower shock resistance, improves the security performance of communications tower, and then disclosure satisfy that the needs used.
Description
Technical field
The present invention relates to domain of communication equipment, more particularly to a kind of communications tower with anti-seismic performance.
Background technology
Communications tower is to install a kind of tall and slender structure of communication antenna, is characterized in that structure is higher, and cross section is relatively small, horizontal
Played a major role to load, be a kind of elongated structures.
It is made up of steel members such as tower body, platform, lightning rod, cat ladder, antenna mountings, and through galvanizing preservative treatment, mainly
For microwave, ultrashort wave, the transmission of wireless network signal and transmitting etc..In order to ensure the normal operation of wireless communication system, one
As communication antenna is arranged to peak to increase service radius, to reach preferable 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 in microwave, ultrashort wave, the transmission of wireless network signal and transmitting etc., for remotely logical
Letter.
The problem of existing frequently-used communication tower foundation generally existing shock resistance is poor, and monitoring capability is weaker so that communications tower
Security performance reduce, it is impossible to meet the needs used.
The content 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 provides following technical scheme：
A kind of communications tower with shock resistance, including tower body and be used to realize the pedestal of anti-seismic performance, institute installed in tower body bottom
State pedestal and be provided with open upward accommodating chamber, the pedestal includes being used for the first damping device, the installation for connecting tower body and pedestal
It is used for the damping device of support first in accommodating chamber and the second damping device of cushioning effect and some rectangular point is realized to it
Cloth pedestal lateral wall corner the 3rd damping device, first damping device include some axis by tower body centered on
The circumferentially equally distributed connection member of line, each connection member include the connection that can be arranged between tower body and pedestal
Bar, second damping device include some support bars being set in qually spaced on pedestal madial wall, each 3rd damping
Device includes the buffer part that can control whole pedestal lifting, and protective cover, the tower are arranged with outside first damping device
The epimere of body is provided with communication device and lightning arrester.
Further, the pedestal is rectangular configuration, and it is rectangle that first damping device, which includes being arranged in accommodating chamber,
The installing plate of structure, the first chute and the second chute are respectively equipped with corresponding to each connection member on the tower body and installing plate,
The connection member include being arranged in the first chute and the first connection component that can slide and in the second chute 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 correspondence position
On two connection components.
Further, first connection component includes the first sliding block, the first spring and second spring, first chute
Interior to be provided with the first rail groove slided for the first sliding block, the direction of motion of first sliding block is identical with the axis direction of tower body,
The upper and lower ends of first sliding block are connected with second spring by the first spring and finally install the phase of the first rail groove respectively
To two inwalls on.
Further, second connection component includes the second sliding block and the 3rd spring, is provided with and supplies in second chute
The second rail groove that second sliding block slides, the glide direction of second sliding block is identical with the length direction of installing plate, and described the
The one end of two sliding blocks away from tower body is connected on the inwall of the second chute by the 3rd spring, and the 3rd spring is upright post type knot
Structure, the axis direction of the 3rd spring is identical with the length direction of installing plate, and one end of each connecting rod is slided with first
The lateral wall of block is fixedly connected, and the other end at the top of the second sliding block with being fixedly connected.
Further, the installing plate is provided with the mounting groove being coaxially disposed with tower body, is all provided with each mounting groove
There is the connecting pole being fixedly mounted with the bottom of tower body, the connecting pole is made up of quality of rubber materials.
Further, second damping device also first subtracting including some length direction spaced sets along pedestal
Shake part and some the second damping parts along base length direction spaced set, first damping part and the second damping
The structure of part is identical, and each first damping part is corresponded on the madial wall of the pedestal and the position of the second damping part is equal
Provided with inserting groove, the first all damping parts and the second damping part are fixedly mounted in inserting groove.
Further, all support bars include multiple first support bars and multiple second support bars, each first
The both ends of strut are plugged in the first damping part of correspondence position respectively, and one end of each second support bar sequentially passes through
Some first support bars are simultaneously finally plugged in the second damping part of the side wall of pedestal one, 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, a groove for being capable of grafting first support bar and second support bar is formed among two buffer stoppers.
Further, the 3rd damping device also include it is some it is rectangular be distributed in pedestal lateral wall upper fixed seat, often
The top half of the individual fixed seat is flexibly connected with pedestal, and each buffer part includes the first bumper post, the 4th bullet
Spring, expansion link and the second bumper post, first bumper post are arranged on pedestal by expansion link, the second bumper post installation
In the bottom of expansion link, the 4th spring is arranged 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 by rubber.
Beneficial effect：A kind of communications tower with shock resistance of the present invention, passes through the first damping device, the second damping device
With the setting of the 3rd damping device, when communications tower runs into violent when rocking, some connecting rods first on the first damping device
It will can acutely rock caused kinetic energy under the drive of the first sliding block and the second sliding block and be transferred to the first spring and second spring,
Kinetic energy is neutralized by the elastic potential energy of the first spring and second spring；Installing plate is entirely arranged on the second damping device,
By undertaking for some first support bars and second support bar, kinetic energy caused by vibrations can be delivered on installing plate and then be delivered to
In first support bar and second support bar, and then it is delivered on the first damping part and the second damping part, passes through the first damping
Buffer stopper on part and the second damping part realizes the neutralization to kinetic energy；All buffer parts can neutralize vibrations and produce on pedestal
Huge kinetic energy, so as to realize pedestal can stablize set, and then enable to whole communications tower can stablize setting, can
Communications tower shock resistance is improved, improves the security performance of communications tower, and then disclosure satisfy that the needs used.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the present invention；
Fig. 2 is the front view of the present invention；
Fig. 3 is along the sectional view of line A-A in Fig. 2；
Fig. 4 is the dimensional structure diagram of pedestal of the present invention；
Fig. 5 is the enlarged drawing at B in Fig. 4；
Fig. 6 is the assembling structure schematic diagram of pedestal of the present invention；
Fig. 7 is the enlarged drawing at C in Fig. 6；
Fig. 8 is the dimensional structure diagram of the buffer part of the present invention；
Description of reference numerals：Tower body 1, the first chute 1a, the second chute 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 rail groove of 1d1, the 3rd spring 1d2, first 1e, second
Rail groove 1f, pedestal 2, accommodating chamber 3, the first damping device 4, connection member 4a, connecting rod 4b, protective cover 4c, installing plate 4d, even
Connect post 4e, the second damping device 5, inserting groove 5a, first support bar 5b, second support bar 5c, buffer stopper 5d, the 3rd damping device
6, buffer part 6a, fixed seat 6b, the first bumper post 6c, the 4th spring 6d, expansion link 6e, the second bumper post 6f, communication device 7,
Lightning arrester 8.
Embodiment
With reference to Figure of description and embodiment, the specific embodiment of the present invention is described in further detail：
Referring to figs. 1 to a kind of communications tower with shock resistance shown in Fig. 8, including tower body 1 and it is used for installed in the bottom of tower body 1 real
The pedestal 2 of existing anti-seismic performance, the pedestal 2 are provided with open upward accommodating chamber 3, and the pedestal 2 includes being used to connect the He of tower body 1
First damping device 4 of pedestal 2, it is used for the first damping device of support 4 in accommodating chamber 3 and cushioning effect is realized to it
Second damping device 5 and some rectangular the 3rd damping devices 6 for being distributed in the lateral wall corner of pedestal 2, first damping
Device 4 includes the circumferentially equally distributed connection member 4a of some lines centered on the axis of tower body 1, each connection member 4a
Include the connecting rod 4b that can be arranged between tower body 1 and pedestal 2, second damping device 5 is equidistantly set including some
The support bar on the madial wall of pedestal 2 is put, each 3rd damping device 6 includes to control what whole pedestal 2 lifted
Buffer part 6a, first damping device 4 are arranged with protective cover 4c outside, and the epimere of the tower body 1 is provided with communication device 7 and taken shelter from the thunder
Device 8, realize that the damping to communications tower is delayed by some connection member 4a, some support bars and all buffer part 6a setting
Punching acts on.
Operation principle：By the first damping device 4, the setting of the second damping device 5 and the 3rd damping device 6, work as communication
Tower runs into violent when rocking, and some connecting rod 4b first on the first damping device 4 can be in the first sliding block 1c1 and the second sliding block
Under 1d1 drive, it will acutely rock caused kinetic energy and be transferred to the first spring 1c2 and second spring 1c3, and pass through the first spring
1c2 and second spring 1c3 elastic potential energy neutralize kinetic energy；Installing plate 4d is entirely arranged on the second damping device 5, is passed through
Some first support bar 5b's and second support bar 5c undertakes, and kinetic energy caused by vibrations can be delivered on installing plate 4d and then transmit
Onto first support bar 5b and second support bar 5c, and then it is delivered 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 huge kinetic energy caused by vibrations.
The pedestal 2 is rectangular configuration, and first damping device 4 is included being arranged in accommodating chamber 3 for rectangular configuration
Installing plate 4d, the first chute 1a and second is respectively equipped with corresponding to each connection member 4a on the tower body 1 and installing plate 4d and is slided
Groove 1b, the connection member 4a include being arranged on the first connection component 1c that in the first chute 1a and can slide and installed in the
In two chute 1b and the second connection component 1d that can slide, each connecting rod 4b both ends are fixedly mounted on correspondence position
On first connection component 1c and the second connection component 1d, when huge kinetic energy produces, each connection member 4a can be
Slided in the first chute 1a and the second chute 1b of correspondence position, and then huge kinetic energy can be neutralized, so as to realize first
The damping effect of damping device 4, and then disclosure satisfy that the stable setting of communications tower.
The first connection component 1c includes the first sliding block 1c1, the first spring 1c2 and second spring 1c3, and described first slides
The direction of motion and tower body 1 for the first sliding block 1c1 the first rail groove 1e, the first sliding block 1c1 slided are provided with groove 1a
Axis direction is identical, and the upper and lower ends of the first sliding block 1c1 are connected simultaneously by the first spring 1c2 with second spring 1c3 respectively
On the first rail groove 1e of final installation relative two inwall, the first sliding block 1c1 passes through the first spring 1c2 and second spring
1c3 is arranged in the first chute 1a, shaken when tower body 1 caused by kinetic energy will be delivered on the first sliding block 1c1, then lead to
Cross the first sliding block 1c1 caused kinetic energy is delivered on the first spring 1c2 and second spring 1c3, pass through the first spring 1c2 and
Two spring 1c3 elastic potential energy neutralizes kinetic energy, so as to realize the stability of tower body 1.
The second connection component 1d includes the second sliding block 1d1 and the 3rd spring 1d2, is provided with and supplies in the second chute 1b
The glide direction and installing plate 4d length direction phase for the second rail groove 1f, the second sliding block 1d1 that second sliding block 1d1 is slided
Together, the described one end of second sliding block 1d1 away from tower body 1 is connected to by the 3rd spring 1d2 on the second chute 1b inwall, described
3rd spring 1d2 is upright post type structure, and the axis direction of the 3rd spring 1d2 is identical with installing plate 4d length direction, often
Individual connecting rod 4b one end is fixedly connected with the first sliding block 1c1 lateral wall, and the top of the other end and the second sliding block 1d1 is consolidated
Fixed connection, the second sliding block 1d1 and the 3rd spring 1d2 on installing plate 4d, because kinetic energy caused by tower body 1 is delivered to installation
During plate 4d, connecting rod 4b will drive the second sliding block 1d1 to be moved in the second chute 1b, and then kinetic energy is transferred into the 3rd spring
On 1d2, the 3rd spring 1d2 elastic potential energy will neutralize kinetic energy, further disclosure satisfy that whole 2 tower bodies 1 of pedestal
Stability.
The installing plate 4d is provided with the mounting groove that is coaxially disposed with tower body 1, is equipped with each mounting groove and tower
The connecting pole 4e that the bottom of body 1 is fixedly mounted, the connecting pole 4e are made up of quality of rubber materials, and connecting pole 4e is set on the one hand can
Realize that tower body 1 can be arranged on installing plate 4d, on the other hand in tower body 1 because rocking when producing huge kinetic energy, kinetic energy is just
It can downwards transmit, be transferred on connecting pole 4e always along tower body 1, because connecting pole 4e is made up of rubber, and then can be real
Now to the neutralization of a part of kinetic energy.
Second damping device 5 also includes the first damping part of some length direction spaced sets along pedestal 2
With some the second damping parts along the length direction spaced set of pedestal 2, 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 madial wall 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 disclosure satisfy that to the first damping part and the second damping part is set, on the other hand can realize neutralization support
The kinetic energy of bar transmission.
All support bars include multiple first support bar 5b and multiple second support bar 5c, each first support bar 5b
Both ends be plugged on respectively in the first damping part of correspondence position, if each second support bar 5c one end sequentially passes through
Dry first support bar 5b is simultaneously finally plugged in the second damping part of the side wall of pedestal 2 one, and the other end is plugged on the opposite side of pedestal 2
In second damping part of wall, some first support bar 5b and second support bar 5c setting disclosure satisfy that the branch to installing plate 4d
It support, can also realize that the kinetic energy for transmitting tower body 1 realizes neutralization, and then disclosure satisfy that the steady of pedestal 2 and whole communications tower
It is fixed to set.
First damping part and the second damping part include the buffer stopper 5d of two settings symmetrical above and below, and two slow
Rush and a groove for being capable of grafting first support bar 5b and second support bar 5c is formed among block 5d, upper and lower two buffer stopper 5d's
Set, realize the grafting to first support bar 5b and second support bar 5c, so can also realize first support bar 5b and
The kinetic energy that second support bar 5c is transmitted, which is realized, to be neutralized.
3rd damping device 6 also include it is some it is rectangular be distributed in the lateral wall upper fixed seat 6b of pedestal 2, it is each described
Fixed seat 6b top half is flexibly connected with pedestal 2, and each buffer part 6a includes the first bumper post 6c, the 4th bullet
Spring 6d, expansion link 6e and the second bumper post 6f, the first bumper post 6c are installed on the base 2 by expansion link 6e, and described the
Two bumper post 6f are arranged on expansion link 6e bottom, and the 4th spring 6d is arranged 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 delivered to first by pedestal 2 for some buffer part 6a setting
On bumper post 6c, kinetic energy can be sent to downwards on the second bumper post 6f always along expansion link 6e, because being provided between the two
Four spring 6d will, the 4th spring 6d elastic potential energy set will will be between the first bumper post 6c and the second bumper post 6f it is dynamic
It can neutralize, and then can realize 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 by rubber, and quality of rubber materials has certain
Spring-go, can neutralize a part kinetic energy, so as to serve good damping and buffering effect.
The above described is only a preferred embodiment of the present invention, any limit not is made to the technical scope of the present invention
System, therefore any subtle modifications, equivalent variations and modifications that every technical spirit according to the present invention is made to above example,
In the range of still falling within technical scheme.
Claims (10)
- A kind of 1. communications tower with shock resistance, it is characterised in that：Including tower body（1）With installed in tower body（1）Bottom is used for real The pedestal of existing anti-seismic performance（2）, the pedestal（2）Provided with open upward accommodating chamber（3）, the pedestal（2）Including for even Connect tower body（1）And pedestal（2）The first damping device（4）, installed in accommodating chamber（3）It is interior to be used for the damping device of support first（4） And the second damping device of cushioning effect is realized to it（5）Rectangular pedestal is distributed in some（2）The of lateral wall corner Three damping devices（6）, first damping device（4）Including some with tower body（1）Axis centered on line be circumferentially uniformly distributed Connection member（4a）, each connection member（4a）Include that tower body can be arranged on（1）And pedestal（2）Between connection Bar（4b）, second damping device（5）Pedestal is set in qually spaced in including some（2）Support bar on madial wall, Mei Gesuo State the 3rd damping device（6）Include that whole pedestal can be controlled（2）The buffer part of lifting（6a）, first damping device （4）It is arranged with protective cover outside（4c）, the tower body（1）Epimere be provided with communication device（7）And lightning arrester（8）.
- A kind of 2. communications tower with shock resistance according to claim 1, it is characterised in that：The pedestal（2）For rectangle Structure, first damping device（4）Including being arranged on accommodating chamber（3）The interior installing plate for rectangular configuration（4d）, the tower body （1）And installing plate（4d）It is upper to correspond to each connection member（4a）It is respectively equipped with the first chute（1a）With the second chute（1b）, institute State connection member（4a）Including installed in the first chute（1a）The first connection component that is interior and can sliding（1c）With installed in Two chutes（1b）The second connection component that is interior and can sliding（1d）, each connecting rod（4b）Both ends be fixedly mounted on correspondingly First connection component of position（1c）With the second connection component（1d）On.
- A kind of 3. communications tower with shock resistance according to claim 2, it is characterised in that：First connection component （1c）Including the first sliding block（1c1）, the first spring（1c2）And second spring（1c3）, first chute（1a）It is interior to be provided with for the One sliding block（1c1）The first rail groove slided（1e）, first sliding block（1c1）The direction of motion and tower body（1）Axis side To identical, first sliding block（1c1）Upper and lower ends pass through the first spring respectively（1c2）And second spring（1c3）Connection is simultaneously The first rail groove of final installation（1e）Relative two inwall on.
- A kind of 4. communications tower with shock resistance according to claim 3, it is characterised in that：Second connection component （1d）Including the second sliding block（1d1）With the 3rd spring（1d2）, second chute（1b）Interior be provided with supplies the second sliding block（1d1）It is sliding The second dynamic rail groove（1f）, second sliding block（1d1）Glide direction and installing plate（4d）Length direction it is identical, it is described Second sliding block（1d1）Away from tower body（1）One end pass through the 3rd spring（1d2）It is connected to the second chute（1b）Inwall on, institute State the 3rd spring（1d2）For upright post type structure, the 3rd spring（1d2）Axis direction and installing plate（4d）Length direction It is identical, each connecting rod（4b）One end and the first sliding block（1c1）Lateral wall be fixedly connected, the other end and the second sliding block （1d1）Top be fixedly connected.
- A kind of 5. communications tower with shock resistance according to claim 3, it is characterised in that：The installing plate（4d）On set Have and tower body（1）The mounting groove being coaxially disposed, is equipped with each mounting groove and tower body（1）Bottom be fixedly mounted company Connect post（4e）, the connecting pole（4e）It is made up of quality of rubber materials.
- A kind of 6. communications tower with shock resistance according to claim 5, it is characterised in that：Second damping device （5）Also include some along pedestal（2）The first damping part of length direction spaced set and some along pedestal（2）Length 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）Madial wall on correspond to the position of each first damping part and the second damping part and be equipped with inserting groove（5a）, own The first damping part and the second damping part be fixedly mounted on inserting groove（5a）It is interior.
- A kind of 7. communications tower with shock resistance according to claim 6, it is characterised in that：All support bars include Multiple first support bars（5b）With multiple second support bars（5c）, each first support bar（5b）Both ends be plugged on respectively correspondingly In first damping part of position, each second support bar（5c）One end sequentially pass through some first support bars（5b）And Finally it is plugged on pedestal（2）In second damping part of one side wall, the other end is plugged on pedestal（2）Second damping of another side wall In part.
- A kind of 8. communications tower with shock resistance according to claim 7, it is characterised in that：First damping part and Second damping part includes the buffer stopper of two settings symmetrical above and below（5d）, two buffer stoppers（5d）Centre forms one can Grafting first support bar（5b）And second support bar（5c）Groove.
- A kind of 9. communications tower with shock resistance according to claim 8, it is characterised in that：3rd damping device （6）Also include some rectangular being distributed in pedestal（2）Lateral wall upper fixed seat（6b）, each fixed seat（6b）The first half Point and pedestal（2）Flexible connection, each buffer part（6a）Include the first bumper post（6c）, the 4th spring（6d）, stretch Contracting bar（6e）With the second bumper post（6f）, first bumper post（6c）Pass through expansion link（6e）Installed in pedestal（2）On, it is described Second bumper post（6f）Installed in expansion link（6e）Bottom, the 4th spring（6d）Installed in the first bumper post（6c）With Two bumper posts（6f）Between.
- A kind of 10. communications tower with shock resistance according to claim 9, it is characterised in that：The buffer stopper（5d）, One bumper post（6c）With the second bumper post（6f）It is made by 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 |
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| Publication Number | Publication Date |
|---|---|
| CN107762232A true CN107762232A (en) | 2018-03-06 |
| CN107762232B 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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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610728A (en) * | 2018-11-19 | 2019-04-12 | 万正河 | A kind of prefabricated load-bearing pillar of high intensity steel reinforced concrete |
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| 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 |
| CN118361146A (en) * | 2024-06-19 | 2024-07-19 | 河北中孚通讯设备有限公司 | Single-tube communication tower |
| CN118361146B (en) * | 2024-06-19 | 2024-08-23 | 河北中孚通讯设备有限公司 | Single-tube communication tower |
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|---|---|
| CN107762232B (en) | 2019-07-09 |
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