Anti-seismic communication landscape tower

By combining the overall frame structure with liquid water foam sealant, the structural stability of the communication landscape tower under earthquakes and strong typhoons was solved, achieving earthquake and wind resistance.

CN117090437BActive Publication Date: 2026-01-168TELECOM INT HLDG CO LTD
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Patent Information

Application Number
CN202311148395.5
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-09-07
Publication Date
2026-01-16
Estimated Expiration
2043-09-07

AI Technical Summary

Technical Problem

Existing communication landscape towers have poor structural seismic resistance under earthquake and strong typhoon conditions, making them prone to tilting or breaking, and their self-protection capabilities are limited.

Method used

The system adopts an integrated frame structure consisting of a base, lower uprights, and upper uprights. Combined with a glue storage tank, piston, foam sealant, monitoring module, and locking module, it reinforces the foundation by spraying liquid water and foam sealant, reduces the height of the tower, enhances the strength of the middle section, and uses support feet and shock absorption mechanisms to buffer swaying.

Benefits of technology

It improves the earthquake resistance of the communication landscape tower, prevents ground cracking and collapse, reduces swaying, avoids tower breakage, and enhances stability under strong typhoons.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application provides an anti-seismic communication landscape tower, and relates to the field of communication equipment.The anti-seismic communication landscape tower comprises a base, a vertical lower stand is arranged on the top of the base, the inside of the lower stand is hollow, a vertical upper stand is arranged on the top of the lower stand, a lower circular table is arranged on the top of the lower stand, the lower end of the upper stand penetrates into the lower stand through the lower circular table, an upper circular table is arranged on the top of the upper stand, a communication module is arranged on the top of the upper circular table, a storage barrel is connected to the bottom of the base, a vertical channel is arranged on the top of the storage barrel, and the channel penetrates into the lower stand through the base.The anti-seismic communication landscape tower comprises a base, a lower stand and an upper stand to form an overall frame, a storage barrel is connected to the bottom of the base and communicates with the lower stand, the inside of the lower stand is hollow and filled with liquid water.When an earthquake occurs, the upper stand is retracted into the lower stand, the height of the whole landscape tower is reduced, the strength of the middle section of the landscape tower is increased, and the landscape tower is prevented from being broken at the central part due to violent shaking.
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Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of communication equipment, in particular to an anti-seismic communication landscape tower. BACKGROUND

[0002] Communication towers include new three-pipe communication towers, traditional types of angle steel towers and guyed towers, etc. The design of the tower aims to solve the problems of the traditional angle steel tower in China, such as heavy weight, large land occupation and high cost, and uses seamless steel pipes as tower column materials to minimize the weight of the tower, reduce land occupation, and save foundation cost and construction progress by optimizing the design.

[0003] The existing communication landscape tower has a simple structure and is fixed by welding. The anti-seismic effect of the bottom structure of the communication tower is poor. When an earthquake occurs, the ground under the communication landscape tower cracks, causing the bottom of the landscape tower to collapse and tilt. Eventually, the landscape tower collapses. Moreover, the landscape tower is high, and in the case of severe ground shaking, the central part of the landscape tower is prone to breakage, which poses a safety hazard to people seeking refuge on the road.

[0004] Secondly, in the face of strong typhoon weather, the self-protection performance is limited, and the wind resistance of the middle section of the landscape tower is weak, which is easy to break. SUMMARY

[0005] Technical problems to be solved

[0006] In view of the deficiencies of the prior art, the present application provides an anti-seismic communication landscape tower, which solves the problems raised in the background art.

[0007] Technical scheme

[0008] To achieve the above purpose, the present application realizes the following technical scheme: an anti-seismic communication landscape tower, comprising a base, the top of the base is provided with a vertical lower stand, the lower stand is hollow inside, the top of the lower stand is provided with a vertical upper stand, the top of the lower stand is provided with a lower circular table, the lower end of the upper stand penetrates into the lower stand through the lower circular table, the top of the upper stand is provided with an upper circular table, the top of the upper circular table is provided with a communication module, the bottom of the base is connected with a glue storage barrel, the top of the glue storage barrel is provided with a vertical channel, and the top channel of the glue storage barrel penetrates into the lower stand through the base.

[0009] The lower circular table is provided with a locking module for fixing and supporting the upper stand, the lower stand stores liquid water, the glue storage barrel is slidably connected with a piston, the piston divides the glue storage barrel into upper and lower chambers, the liquid water enters the upper chamber, the lower chamber stores a foam joint filler, the bottom of the piston is connected with a spring, the lower end of the spring is in contact with the bottom inner wall of the glue storage barrel, the glue storage barrel is provided with a pipeline at equal angles, the lower end of the pipeline is in communication with the lower chamber, the upper end of the pipeline is in communication with the outside, and the upper end of the pipeline is filled with a breakable plug.

[0010] The glue storage barrel is buried in the ground, the ground is cracked due to the earthquake, the locking module is unlocked, the upper vertical rod is lowered and retracted into the lower vertical rod, the upper vertical rod extrudes the liquid water to push the piston down, the piston extrudes the foam joint filling agent, the foam joint filling agent enters the pipeline, the foam joint filling agent breaks the fragile block on the upper end of the pipeline and sprays out, and the sprayed foam joint filling agent fills the ground cracks.

[0011] The lower end of the lower vertical rod is provided with an annular sleeve, and the annular sleeve is provided with a monitoring module.

[0012] The total control module is also included, which is arranged on the base, and the control module, the monitoring module, the locking module and the communication module are electrically connected.

[0013] Preferably, the monitoring module includes a horizontal pipe, a pressure sensor and a ball, the horizontal pipe is closed at both ends, one end of the horizontal pipe is connected to the inside of the annular sleeve, the other end of the horizontal pipe extends into the lower vertical rod, the pressure sensor is arranged at both ends of the horizontal pipe, the ball is placed between the two pressure sensors, and a recess is formed in the central part of the inner wall of the horizontal pipe.

[0014] Due to the earthquake, the whole landscape tower shakes back and forth, and under the shaking condition, the ball rolls back and forth and hits the pressure sensor, and the pressure sensor transmits the ball hitting frequency to the control module, when the hitting frequency reaches the preset value, the control module controls the locking module to be unlocked.

[0015] Preferably, the annular sleeve is connected with an electronic valve outside, the electronic valve is communicated with the inside of the lower vertical rod, a mesh plate is arranged above the horizontal pipe in the lower vertical rod, and the upper end of the upper vertical rod is in contact with the mesh plate when the upper vertical rod is lowered to the lowest position.

[0016] In strong typhoon weather, the lower vertical rod and the upper vertical rod shake violently, so that the ball repeatedly hits the pressure sensor, and the control module transmits the hitting frequency to the computer terminal through the communication module, and the monitoring personnel remotely control the electronic valve to be opened according to the feedback condition, so that the liquid water is discharged from the electronic valve to make the upper vertical rod be lowered and retracted into the lower vertical rod.

[0017] Preferably, the locking module includes two gears driven by a motor and two arc-shaped rods, the gears and the arc-shaped rods are one-to-one corresponding, the two arc-shaped rods are symmetrically arranged on both sides of the lower vertical rod, the arc-shaped rods are in sliding fit with the lower circular table, the lower ends of the arc-shaped rods pass through the lower vertical rod and abut against the bottom of the upper vertical rod, the gears are arranged in the lower circular table, the inner sides of the arc-shaped rods are provided with tooth grooves, and the gears are in meshing engagement with the tooth grooves.

[0018] Preferably, the lower end of the arc-shaped rod is bent and extends into the lower vertical rod, the lower end of the arc-shaped rod forms a bolt with the lower vertical rod, and the lower end of the arc-shaped rod hinders the upper vertical rod from sliding downward.

[0019] Preferably, the lower vertical rod body is connected with a ring, the top of the piston is connected with a plurality of steel wires at equal angles, the upper ends of the steel wires pass through the glue storage barrel and the base and are fixed and bound with the ring, and the steel wires are gradually tightened when the piston descends.

[0020] Preferably, the base further comprises a plurality of supporting legs arranged at equal angles at the bottom of the base, the supporting legs are composed of a first supporting rod and a second supporting rod, a groove is formed at the top of the first supporting rod, a plurality of cylinders are welded at equal distances on the inner wall of the groove at the bottom, the second supporting rod extends into the groove at the lower end, a sliding groove corresponding to the cylinders is formed at the bottom of the second supporting rod, a shell cover is arranged at the lower end of the second supporting rod, the shell cover covers the connection between the first supporting rod and the second supporting rod, and a slight movable gap exists between the upper end of the first supporting rod and the lower end of the second supporting rod.

[0021] Preferably, a through groove is formed in the rod body of the second supporting rod, a cross rod is welded in the groove, the cross rod passes through the through groove, a lower connecting rod is connected between two adjacent first supporting rods, and an upper connecting rod is connected between two adjacent second supporting rods, the first supporting rod and the lower connecting rod are embedded in the ground, the connection between the first supporting rod and the second supporting rod is exposed to the ground, and the shell cover is in contact with the ground. Beneficial effects

[0022] The application provides an anti-seismic communication landscape tower.

[0023] The anti-seismic communication landscape tower comprises a base, a lower vertical rod and an upper vertical rod to form an overall frame, the bottom of the base is connected with a glue storage barrel in communication with the lower vertical rod, and the lower vertical rod is hollow and filled with liquid water.

[0024] The anti-seismic communication landscape tower is provided with a piston slidingly fitted in the glue storage barrel, the piston is filled with a foaming joint filler, the glue storage barrel is provided with a pipeline, and the foaming joint filler is sprayed out through the cooperation of the upper vertical rod, the liquid water and the piston when an earthquake occurs, so that the foaming joint filler is pressed into ground cracks caused by the earthquake to reinforce the foundation under the landscape tower, prevent the ground from continuously cracking to cause the bottom of the landscape tower to collapse and fall down, and improve the anti-seismic capacity of the landscape tower.

[0025] The anti-seismic communication landscape tower is provided with a locking module composed of a gear and an arc-shaped rod, the upper vertical rod is locked on the upper end of the lower vertical rod through the control of the locking module, and the piston and the steel wire are cooperated to improve the firmness between the base and the lower rod.

[0026] The anti-seismic communication landscape tower is provided with supporting legs at the bottom of the base, the supporting legs are composed of supporting rod one and supporting rod two, and the supporting rod two can slightly slide back and forth under the condition of earthquake through the cooperation of the cylinder and the sliding groove. The supporting rod one, the supporting rod two and the base form a damping mechanism, which plays a buffering role and reduces the horizontal shaking of the base. The anti-seismic capability is further improved. The shell plays a protective role, avoiding foreign matters entering the gap between the supporting rod one and the supporting rod two. The foreign matters are prevented from being clamped in the gap between the two, so that the supporting rod two cannot move. BRIEF DESCRIPTION OF DRAWINGS

[0027] Figure 1 It is a structure perspective view of the embodiment one of the present application;

[0028] Figure 2 It is a structure front view of the embodiment one of the present application;

[0029] Figure 3 It is a structure perspective view of the embodiment two of the present application;

[0030] Figure 4 It is a structure schematic view of the storage barrel of the present application;

[0031] Figure 5 It is a structure schematic view of the lower vertical rod of the present application;

[0032] Figure 6 It is a structure sectional view of the annular sleeve of the present application;

[0033] Figure 7 It is a structure display view of the supporting leg of the present application;

[0034] Figure 8 It is a structure sectional view of the supporting leg of the present application;

[0035] Figure 9 It is a structure schematic view of the supporting rod one of the present application;

[0036] Figure 10 It is a structure schematic view of the supporting rod two of the present application.

[0037] In the figure: 1 base, 2 lower vertical rod, 21 lower circular table, 22 ring, 23 arc-shaped rod, 231 tooth groove, 24 gear, 25 liquid water, 26 mesh screen plate, 3 upper vertical rod, 31 upper circular table, 4 communication module, 5 storage barrel, 51 piston, 52 steel wire, 53 spring, 54 pipeline, 55 fragile block, 56 foam joint filler, 6 annular sleeve, 61 electronic valve, 62 horizontal pipe, 63 pressure sensor, 64 ball, 7 supporting leg, 71 supporting rod one, 711 groove, 712 horizontal rod, 72 supporting rod two, 721 through groove, 722 sliding groove, 73 shell, 74 cylinder, 8 lower connecting rod, 9 upper connecting rod, 10 base table, 11 bearing main rod, 111 vertical column, 112 bearing auxiliary rod. DETAILED DESCRIPTION

[0038] As shown in the embodiment one of the present application, Figures 1-2 The base 10 is embedded in the ground, and cement is poured at the contact position of the base 10 and the ground. The load-bearing main rod 11 is vertically fixedly installed on the base 10. The column 111 is slidingly fitted in the load-bearing main rod 11. The load-bearing main rod 11 is fixedly installed with a lifting member. The lifting member lifts the column 111 out of the load-bearing main rod 11. The upper end of the column 111 is fixedly installed with a communication antenna.

[0039] The load-bearing main rod 11 is welded with the load-bearing auxiliary rods 112 around the rod body. The lower end of the load-bearing auxiliary rod 112 is welded with the base 10.

[0040] In the typhoon weather, the height of the column 111 is lowered by the lifting member, so that the column 111 is retracted into the load-bearing main rod 11. Thus, the height of the tower body is shortened, and the shaking degree of the whole tower body is reduced.

[0041] The embodiment two of the present application provides an anti-seismic communication landscape tower, Figures 3-10 As shown in the embodiment two of the present application,

[0042] The upper end of the upper column 3 penetrates through the lower circular table 21 and extends into the lower column 2. The upper column 3 is slidingly fitted with the lower column 2.

[0043] The upper end of the upper column 3 penetrates through the lower circular table 21 and extends into the lower column 2. The upper column 3 is slidingly fitted with the lower column 2.

[0044] The lower circular table 21 is provided with a locking module for fixing and supporting the upper column 3. The lower column 2 is stored with liquid water 25. The storage barrel 5 is slidingly fitted with a piston 51. The piston 51 divides the storage barrel 5 into upper and lower chambers. The liquid water 25 enters the upper chamber.

[0045] The lower chamber is stored with a foam joint filling agent 56. The bottom of the piston 51 is welded with a spring 53. The lower end of the spring 53 is in contact with the bottom of the inner wall of the storage barrel 5. The storage barrel 5 is equally angularly provided with a pipeline 54. The lower end of the pipeline 54 is in communication with the lower chamber. The upper end of the pipeline 54 is in communication with the outside. The upper end of the pipeline 54 is filled with a breakable plug 55.

[0046] The upper vertical rod 3 extrudes the liquid water 25 to push the piston 51 down, the piston 51 extrudes the foam sealant 56, the foam sealant 56 enters the pipeline 54, the foam sealant 56 breaks the fragile block 55 and sprays out from the upper end of the pipeline 54. The sprayed foam sealant 56 fills the ground cracks.

[0047] The foam sealant is used to bond the broken soil blocks together, which plays a role in ground reinforcement. The overall height of the landscape tower is reduced, the upper vertical rod 3 and the lower vertical rod 2 are stacked together, which improves the strength of the middle section of the landscape tower and avoids breaking in the central part of the landscape tower.

[0048] The lower end of the lower vertical rod 2 is welded with an annular sleeve 6, the annular sleeve 6 is fixedly installed with a monitoring module, and the monitoring module is used to monitor the shaking degree of the whole landscape tower.

[0049] It also includes a total control module, which is set on the base 1, and the control module, the monitoring module, the locking module and the communication module are electrically connected. The control module is used to control the work of each electronic part, and the control module and the communication module are prior art, so they are not described in detail.

[0050] The monitoring module includes a cross pipe 62, a pressure sensor 63 and a ball 64. The cross pipe 62 is closed at both ends, one end of the cross pipe 62 is welded with the inner side of the annular sleeve 6, the other end of the cross pipe 62 extends into the lower vertical rod 2, the pressure sensor 63 is fixedly installed at both ends inside the cross pipe 62, the ball 64 is placed between the two pressure sensors 63, and a recess exists in the central part of the inner wall of the cross pipe 62.

[0051] Due to the earthquake, the whole landscape tower shakes back and forth, and the force of shaking is continuously transmitted, so that the ball 64 rolls back and forth and hits the pressure sensor 63, the pressure sensor 63 transmits the hitting frequency of the ball 64 to the control module, and when the hitting frequency reaches the preset value, the control module controls the locking module to be unlocked.

[0052] The annular sleeve 6 is fixedly installed with an electronic valve 61, the electronic valve 61 is communicated with the inside of the lower vertical rod 2, a mesh plate 26 is welded in the lower vertical rod 2 and above the cross pipe 62, and the lower end of the upper vertical rod 3 just contacts with the mesh plate 26 when the upper vertical rod 3 is lowered to the lowest position.

[0053] Working principle: in strong typhoon weather, the lower vertical rod 2 and the upper vertical rod 3 are shaken violently by the wind, which also makes the ball 64 repeatedly hit the pressure sensor 63, the control module transmits the hitting frequency to the computer terminal through the communication module, the monitoring personnel remotely controls to open the electronic valve 61 according to the feedback situation, the liquid water 25 is discharged from the electronic valve 61 to make the upper vertical rod 3 descend and retract into the lower vertical rod 2.

[0054] By reducing the landscape tower height, reducing the wind resistance area, reducing the landscape tower shaking degree. And the upper vertical rod 3 and the lower vertical rod 2 are stacked together, the strength of the middle section of the landscape tower is improved. Avoid breaking the landscape tower in the center.

[0055] The locking module comprises two gear wheels 24 driven by a motor and two arc-shaped rods 23, the gear wheel 24 corresponds to the arc-shaped rod 23, the two arc-shaped rods 23 are symmetrically arranged on the two sides of the lower vertical rod 2, the arc-shaped rod 23 is in sliding fit with the lower circular table 21, the lower end of the arc-shaped rod 23 penetrates through the lower vertical rod 2 and abuts against the bottom of the upper vertical rod 3, the gear wheel 24 is fixedly installed in the lower circular table 21, the inner side of the arc-shaped rod 23 is provided with a gear slot 231, and the gear wheel 24 is in meshing connection with the gear slot 231.

[0056] The lower end of the arc-shaped rod 23 bends into the lower vertical rod 2, and the lower end of the arc-shaped rod 23 forms a bolt with the lower vertical rod 2 to hinder the lower sliding of the upper vertical rod 3.

[0057] The gear wheel 24 rotates to control the arc-shaped rod 23 to insert into or pull out of the lower vertical rod 2.

[0058] The lower vertical rod 2 is fixedly installed with a ring 22, a plurality of steel wires 52 are connected at equal angles at the top of the piston 51, the upper ends of the steel wires 52 penetrate through the glue storage barrel 5 and the base 1 and are fixedly bound with the ring 22, and the steel wires 52 are gradually tightened when the piston 51 descends.

[0059] A plurality of supporting legs 7 are further arranged at equal angles at the bottom of the base 1, the supporting leg 7 is composed of a first supporting rod 71 and a second supporting rod 72, the top of the first supporting rod 71 is provided with a groove 711, a plurality of cylinders 74 are welded at equal distances at the inner wall bottom of the groove 711, the second supporting rod 72 extends into the groove 711, the bottom of the second supporting rod 72 is provided with a sliding groove 722 corresponding to the cylinder 74, the bottom of the second supporting rod 72 is fixedly installed with a shell cover 73, the shell cover 73 wraps the connecting part of the first supporting rod 71 and the second supporting rod 72, and a slightly movable gap exists between the upper end of the first supporting rod 71 and the lower end of the second supporting rod 72.

[0060] The rod body of the second supporting rod 72 is provided with a through groove 721, a horizontal rod 712 is welded in the groove 711, the horizontal rod 712 penetrates through the through groove 721, a lower connecting rod 8 is welded between adjacent two first supporting rods 71, and an upper connecting rod 9 is welded between adjacent two second supporting rods 72, the first supporting rod 71 and the lower connecting rod 8 are embedded in the ground, the connecting part of the first supporting rod 71 and the second supporting rod 72 is exposed to the ground, the shell cover 73 is in contact with the ground, and the top of the second supporting rod 72 is welded with the bottom of the base 1.

[0061] In summary, the anti-seismic communication landscape tower is composed of a base 1, a lower vertical rod 2 and an upper vertical rod 3 to form an overall frame, the base 1 is connected with a glue storage barrel 5 in communication with the lower vertical rod 2, and the lower vertical rod 2 is hollow and filled with liquid water 25. When an earthquake occurs, the upper vertical rod 3 is retracted into the lower vertical rod 2, reducing the height of the entire landscape tower, while strengthening the strength of the middle section of the landscape tower to prevent the landscape tower from breaking at the center due to violent shaking.

[0062] The piston 51 is slidingly fitted in the glue storage barrel 5, the piston 51 is filled with a foam sealant 56, the glue storage barrel 5 is provided with a pipeline 54, and when an earthquake occurs, the foam sealant 56 is sprayed out through the cooperation of the upper vertical rod 3, the liquid water 25 and the piston 51, and the foam sealant 56 is pressed into the ground cracks caused by the earthquake to reinforce the foundation under the landscape tower. Prevent the ground from cracking continuously to prevent the bottom of the landscape tower from collapsing and toppling over, and improve the anti-seismic capacity of the landscape tower.

[0063] The locking module is composed of the gear 24 and the arc-shaped rod 23, and the upper vertical rod 3 is locked on the upper end of the lower vertical rod 2 by the locking module. The piston 51 and the steel wire 52 cooperate to enhance the firmness between the base 1 and the lower vertical rod 2.

[0064] The base 1 is provided with support feet 7 composed of a first support rod 71 and a second support rod 72, and the second support rod 72 can slide slightly back and forth under the condition of an earthquake through the cooperation of the cylinder 74 and the sliding groove 722. The first support rod 71 and the second support rod 72 form a damping mechanism with the base 1 to play a buffering role, reducing the horizontal shaking of the base 1. Further improve the anti-seismic capacity. The shell cover 73 plays a protective role to avoid foreign matter entering the gap between the first support rod 71 and the second support rod 72. Avoiding foreign matter from being stuck in the gap between the two to prevent the second support rod 72 from moving.

[0065] Although embodiments of the present application have been shown and described, it is to be understood that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present application, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A seismic communication landscape tower, characterized by: The utility model provides a kind of landscape tower, including base (1), the top of base (1) is equipped with vertical lower vertical rod (2), lower vertical rod (2) is hollow inside, the top of lower vertical rod (2) is equipped with vertical upper vertical rod (3), the top of lower vertical rod (2) is equipped with lower circular table (21), upper vertical rod (3) lower end passes through lower circular table (21) and extends into lower vertical rod (2) inside, the top of upper vertical rod (3) is equipped with upper circular table (31), and the top of upper circular table (31) is equipped with communication module (4), and the bottom of base (1) is connected with storage glue barrel (5), and the top of storage glue barrel (5) is equipped with vertical passageway, and the top passageway of storage glue barrel (5) passes through base (1) and extends into lower vertical rod (2) inside; The lower circular table (21) is provided with a locking module for fixing and supporting the upper vertical rod (3). The lower vertical rod (2) stores liquid water (25) inside. The storage glue barrel (5) is slidably connected with a piston (51). The piston (51) divides the storage glue barrel (5) into an upper chamber and a lower chamber. The liquid water (25) is stored in the upper chamber. The lower chamber stores foam sealant (56). The piston (51) is connected with a spring (53) at the bottom. The lower end of the spring (53) is in contact with the inner wall of the storage glue barrel (5) at the bottom. The storage glue barrel (5) is provided with a pipeline (54) at equal angles. The lower end of the pipeline (54) is in communication with the lower chamber. The upper end of the pipeline (54) is in communication with the outside. The upper end of the pipeline (54) is filled with a breakable plug (55). When the earthquake causes the ground to crack, the locking module is unlocked. The upper vertical rod (3) is lowered and retracted into the lower vertical rod (2). The upper vertical rod (3) extrudes the liquid water (25) to push the piston (51) down. The piston (51) extrudes the foam sealant (56). The foam sealant (56) enters the pipeline (54). The foam sealant (56) breaks the breakable plug (55) and sprays out from the upper end of the pipeline (54). The sprayed foam sealant (56) fills the ground cracks. The lower end of the lower vertical rod (2) is provided with an annular sleeve (6). The annular sleeve (6) is provided with a monitoring module for monitoring the shaking degree of the entire landscape tower. A total control module is further included and arranged on the base (1). The control module, the monitoring module, the locking module, and the communication module are electrically connected.

2. The anti-seismic communication landscape tower according to claim 1, characterized in that: The monitoring module includes a horizontal pipe (62), a pressure sensor (63), and a ball (64). The two ends of the horizontal pipe (62) are closed. One end of the horizontal pipe (62) is connected with the inside of the annular sleeve (6). The other end of the horizontal pipe (62) extends into the lower vertical rod (2). The pressure sensor (63) is arranged at the two ends inside the horizontal pipe (62). The ball (64) is placed between the two pressure sensors (63). There is a recess in the central part of the inner wall of the horizontal pipe (62). When the earthquake causes the entire landscape tower to shake back and forth, the ball (64) rolls back and forth and hits the pressure sensor (63) under the shaking condition. The pressure sensor (63) transmits the hitting frequency of the ball (64) to the control module. When the hitting frequency reaches the preset value, the control module controls the locking module to be unlocked.

3. The anti-seismic communication landscape tower according to claim 2, characterized in that: The annular sleeve (6) is connected with an electronic valve (61) outside, the electronic valve (61) is communicated with the inside of the lower vertical rod (2), the lower vertical rod (2) is provided with a mesh plate (26) inside and above the horizontal pipe (62), when the upper vertical rod (3) drops to the lowest point, the lower end of the upper vertical rod (3) just contacts with the mesh plate (26); In strong typhoon weather, the lower vertical rod (2) and the upper vertical rod (3) shake violently, so that the ball (64) repeatedly hits the pressure sensor (63), the control module transmits the hitting frequency to the computer terminal through the communication module, and the monitoring personnel remotely controls to open the electronic valve (61) according to the feedback situation, so that the liquid water (25) is discharged from the electronic valve (61) to make the upper vertical rod (3) descend and retract into the lower vertical rod (2).

4. The anti-seismic communication landscape tower according to claim 3, characterized in that: The locking module comprises two gears (24) driven by a motor and two arc-shaped rods (23), the gears (24) and the arc-shaped rods (23) are one-to-one corresponding, the two arc-shaped rods (23) are symmetrically arranged on the two sides of the lower vertical rod (2), the arc-shaped rods (23) are in sliding fit with the lower circular table (21), the lower ends of the arc-shaped rods (23) pass through the lower vertical rod (2) and abut against the bottom of the upper vertical rod (3), the gears (24) are arranged in the lower circular table (21), the inner sides of the arc-shaped rods (23) are provided with tooth grooves (231), and the gears (24) are in meshing connection with the tooth grooves (231).

5. The anti-seismic communication landscape tower according to claim 4, characterized in that: The lower ends of the arc-shaped rods (23) bend and extend into the lower vertical rod (2), the lower ends of the arc-shaped rods (23) form a bolt with the lower vertical rod (2) to hinder the lower sliding of the upper vertical rod (3).

6. The anti-seismic communication landscape tower according to claim 5, characterized in that: The lower vertical rod (2) is connected with a ring (22), a plurality of steel wires (52) are connected with the top of the piston (51) at equal angles, the upper ends of the steel wires (52) pass through the glue storage barrel (5) and the base (1) and are fixedly bound with the ring (22), and the steel wires (52) are gradually tightened when the piston (51) descends.

7. The anti-seismic communication landscape tower according to claim 6, characterized in that: The base (1) is provided with a plurality of supporting legs (7) arranged at equal angles at the bottom of the base (1), the supporting leg (7) is composed of a first supporting rod (71) and a second supporting rod (72), a recess (711) is formed in the top of the first supporting rod (71), a plurality of cylinders (74) are welded at equal distances on the inner wall bottom of the recess (711), the second supporting rod (72) extends into the recess (711), a sliding groove (722) corresponding to the cylinder (74) is formed in the bottom of the second supporting rod (72), a shell cover (73) is arranged at the lower end of the second supporting rod (72), the shell cover (73) covers the connecting part of the first supporting rod (71) and the second supporting rod (72), and a slight movable gap exists between the upper end of the first supporting rod (71) and the lower end of the second supporting rod (72).

8. The anti-seismic communication landscape tower according to claim 7, characterized in that: The first supporting rod (71) and the second supporting rod (72) are connected with the lower connecting rod (8) and the upper connecting rod (9) respectively, the first supporting rod (71) and the lower connecting rod (8) are embedded in the ground, the connecting part of the first supporting rod (71) and the second supporting rod (72) is exposed to the ground, and the shell cover (73) contacts with the ground.

Citation Information

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