CN112983095A - Communication tower based on elastic damping structure - Google Patents
Communication tower based on elastic damping structure Download PDFInfo
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- CN112983095A CN112983095A CN202110205815.3A CN202110205815A CN112983095A CN 112983095 A CN112983095 A CN 112983095A CN 202110205815 A CN202110205815 A CN 202110205815A CN 112983095 A CN112983095 A CN 112983095A
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- elastic
- rod
- bearing ring
- tower based
- supporting
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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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2261—Mounting poles or posts to the holder on a flat base
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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
- 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 invention discloses a communication iron tower based on an elastic damping structure, and relates to the technical field of communication equipment. The invention comprises a base station with a square structure; four corners of the base platform are connected with a first support rod which is obliquely arranged through bolts; the upper end of the first supporting rod is horizontally provided with a bearing ring; a second supporting rod is vertically inserted into the bearing ring; the lower end of the second supporting rod is connected with the lower surface of the bearing ring through a plurality of pull ropes; the upper ends of the second support rods are connected through a bearing block; an installation rod for carrying communication equipment is vertically fixed on the upper surface of the bearing block. The invention not only has reasonable structural design and convenient installation, but also effectively improves the integral wind-resistant and earthquake-resistant strength of the communication iron tower and has higher market application value.
Description
Technical Field
The invention belongs to the technical field of communication equipment, and particularly relates to a communication iron tower based on an elastic damping structure.
Background
The communication iron tower is composed of tower body, platform, lightning rod, antenna support and other steel components, is subjected to hot galvanizing and anti-corrosion treatment, and is mainly used for transmission and emission of microwave, ultrashort wave and wireless network signals. Communication tower all is the roof of installing in outdoor higher position of relief or high-rise, and these places often the trend is too big, has seriously influenced communication tower's stability, and the shock resistance is lower.
Chinese patent (CN109281532B) discloses an anti-seismic communication tower, which comprises a tower body, wherein a tower base is fixedly mounted at the bottom of the tower body, a damping device is arranged at the bottom of the tower base, the damping device comprises a main rod, a convex column is fixedly connected to the front side of the main rod, the convex column is rotatably connected to a second connecting rod, the second connecting rod is rotatably connected to a third connecting rod, the third connecting rod is rotatably connected to a fixed base, spring seats are fixedly connected to the inner side of the third connecting rod and the outer side of the main rod, a second spring is fixedly connected between the spring seats, a spring column is fixedly connected to the bottom of the main rod; through squeezing into the spud pile subaerial, play the effect of firm base, second spring and third spring among the damping device receive tensile and extrusion production restoring force during vibrations, are showing the vibrations that reduce the tower body and receive, and simultaneously, the first spring of tower body both sides also produces the restoring force, orders about the tower body and resumes steadily, has improved the anti-wind shock resistance of tower body, has strengthened the reliable and stable nature of communication tower. Although the above structure can have a certain wind and earthquake resistance, the upper part of the tower body is also a section which is easily blown. Therefore, there is a need to research a communication tower based on an elastic damping structure in order to solve the above problems.
Disclosure of Invention
The invention aims to provide a communication iron tower based on an elastic damping structure, and aims to solve the problems in the background technology.
In order to solve the technical problems, the invention is realized by the following technical scheme:
the invention relates to a communication iron tower based on an elastic damping structure, which comprises a base station with a square structure; four corners of the base platform are connected with a first support rod which is obliquely arranged through bolts; the upper end of the first supporting rod is horizontally provided with a bearing ring; a second supporting rod is vertically inserted into the bearing ring; the lower end of the second supporting rod is connected with the lower surface of the bearing ring through a plurality of pull ropes; the upper ends of the second supporting rods are connected through a bearing block; and an installation rod for carrying communication equipment is vertically fixed on the upper surface of the bearing block.
Furthermore, the middle part of the first supporting rod is connected with the upper surface of the base platform through a reinforcing component; the reinforcing component is used for improving the elastic structural strength of the first supporting rod.
Further, the reinforcing assembly comprises a reinforcing rod arranged obliquely; the upper end of the reinforcing rod is rotatably connected with the middle part of the first supporting rod; the lower end of the reinforcing rod is rotatably connected with a movable block; the movable block is fixed on the output end of an elastic telescopic rod; the elastic telescopic rod is horizontally fixed on the upper surface of the base station.
Furthermore, two adjacent first supporting rods are connected through a plurality of elastic connecting pieces; the elastic connecting pieces are arranged side by side along the length direction of the first supporting rod; the elastic connecting piece is used for improving the elastic connecting strength between two adjacent first supporting rods.
Further, the elastic connecting piece comprises an elastic bent rod horizontally arranged between two adjacent first supporting rods; two ends of the elastic bent rod are respectively and rotatably connected with the two adjacent first supporting rods; the middle part of the elastic bent rod is provided with an elastic part in an arc structure; the elastic part is arranged among the plurality of first supporting rods.
Furthermore, the second supporting rod is connected with the bearing ring through a plurality of elastic pieces; a plurality of the elastic pieces are uniformly distributed and horizontally arranged on the inner side of the bearing ring.
Further, the elastic element is a tension spring; one end of the tensioning spring is connected to the outer surface of the second supporting rod, and the other end of the tensioning spring is connected to the inner wall of the bearing ring.
The invention has the following beneficial effects:
according to the communication iron tower, the four first supporting rods are obliquely arranged on the upper surface of the base station, the bearing ring positioned at the upper end of each first supporting rod is used for inserting the second supporting rod, the second supporting rod is connected with the bearing ring through the pull rope, and the mounting rod for carrying communication equipment is vertically arranged on the bearing block at the upper end of each second supporting rod, so that the communication iron tower with stable structural strength and good elastic performance is formed.
Of course, it is not necessary for any product in which the invention is practiced to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a communication iron tower based on an elastic damping structure according to the present invention;
FIG. 2 is a schematic view of a first support rod of the present invention mounted on a base;
fig. 3 is a schematic structural view illustrating the second support rod of the present invention mounted on the bearing ring.
In the drawings, the components represented by the respective reference numerals are listed below:
1-base station, 2-first supporting rod, 3-second supporting rod, 4-pull rope, 5-mounting rod, 6-reinforcing rod, 7-elastic telescopic rod, 8-elastic bent rod, 9-tensioning spring, 201-bearing ring and 301-bearing block.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The first embodiment is as follows:
referring to fig. 1-3, the present invention relates to a communication tower based on elastic damping structure, which comprises a base platform 1 with a square structure; the base platform 1 is formed by pouring cement; four corners of the base platform 1 are connected with a first support rod 2 which is obliquely arranged through bolts; the first supporting rod 2 is made of steel materials; the first supporting rod 2 comprises a horizontal section and an inclined section arranged at one end of the horizontal section; the horizontal section is connected to the upper surface of the base station 1 through a bolt; the inclined section and the horizontal section are of an integrally formed structure; an acute angle between the inclined section and the horizontal section is 75 degrees; the upper end of the first supporting rod 2 is horizontally provided with a bearing ring 201; the bearing ring 201 is arranged at the upper end of the inclined section; the bearing ring 201 and the inclined section are of an integrally formed structure; a second support rod 3 is vertically inserted into the bearing ring 201; the lower part of the second supporting rod 3 is of a vertical structure; the lower part of the second support rod 3 is superposed with the central axis of the bearing ring 201; the lower end of the second support rod 3 is connected with the lower surface of the bearing ring 201 through a plurality of pull ropes 4; the pull rope 4 is a steel wire rope; the upper ends of the second support rods 3 are connected through a bearing block 301; the bearing block 301 is connected with the second support rod 3 by adopting a welding technology; a mounting rod 5 for carrying communication equipment is vertically fixed on the upper surface of the bearing block 301.
As shown in fig. 2, the middle part of the first support rod 2 is connected with the upper surface of the base 1 through a reinforcing component; the reinforcing component is used for improving the elastic structural strength of the first supporting rod 2; the reinforcing assembly comprises a reinforcing rod 6 which is obliquely arranged; the upper end of the reinforcing rod 6 is rotatably connected with the middle part of the first supporting rod 2, namely the reinforcing rod 6 is connected with the inclined section; the lower end of the reinforcing rod 6 is rotatably connected with a movable block; the movable block is fixed on the output end of an elastic telescopic rod 7; the elastic telescopic rod 7 is horizontally fixed on the upper surface of the base station 1; the elastic telescopic rod 7 comprises a rod sleeve fixed on the upper surface of the base station 1 and a support rod movably inserted in the rod sleeve; the supporting rod is connected with the rod sleeve through a return spring; the return spring is arranged in the rod sleeve; the cross section of the supporting rod in the direction perpendicular to the length direction is of a square structure, so that the supporting rod can only slide in the rod sleeve and cannot rotate. Through rotating a stiffener 6 on first bracing piece 2 and connecting through a movable block between the lower extreme of stiffener 6 and the output that is fixed in the elastic telescopic rod 7 of 1 upper surface of base station to form an elasticity between first bracing piece 2, stiffener 6, elastic telescopic rod 7 and the movable block and strengthen the subassembly, can make first bracing piece 2 have relatively higher elasticity extension ability when being blown or meeting the shake, thereby avoided the impaired possibility of first bracing piece 2, the lower part shock attenuation anti-wind ability of communication iron tower has been improved effectively.
As shown in fig. 3, the second support rod 3 is connected to the carrying ring 201 through a plurality of elastic members; a plurality of elastic pieces are uniformly distributed and horizontally arranged on the inner side of the bearing ring 201; the elastic element is a tension spring 9; one end of the tension spring 9 is connected to the outer surface of the second support rod 3, and the other end is connected to the inner wall of the bearing ring 201; the tension spring 9, the second support rod 3 and the bearing ring 201 can be connected by welding or by screw connection, and the welding mode is preferred; the tension spring 9 is in a compressed state when being disposed between the second support rod 3 and the bearing ring 201, so that the elastic connection strength of the second support rod 3 is ensured, and meanwhile, a certain supporting force can be provided for the second support rod 3. Through set up a plurality of tensioning springs 9 between second bracing piece 3 and carrier ring 201, not only can improve the elastic connection intensity of second bracing piece 3, still can have certain holding power to second bracing piece 3 to the problem of slope has been avoided second bracing piece 3 to appear under the windless condition of not shaking, and then has also improved communication tower's superstructure intensity.
The second embodiment is as follows:
a communication iron tower based on an elastic damping structure comprises a base station 1 in a square structure; the base platform 1 is formed by pouring cement; four corners of the base platform 1 are connected with a first support rod 2 which is obliquely arranged through bolts; the first supporting rod 2 is made of steel materials; the first supporting rod 2 comprises a horizontal section and an inclined section arranged at one end of the horizontal section; the horizontal section is connected to the upper surface of the base station 1 through a bolt; the inclined section and the horizontal section are of an integrally formed structure; an acute angle between the inclined section and the horizontal section is 75 degrees; the upper end of the first supporting rod 2 is horizontally provided with a bearing ring 201; the bearing ring 201 is arranged at the upper end of the inclined section; the bearing ring 201 and the inclined section are of an integrally formed structure; a second support rod 3 is vertically inserted into the bearing ring 201; the lower part of the second supporting rod 3 is of a vertical structure; the lower part of the second support rod 3 is superposed with the central axis of the bearing ring 201; the lower end of the second support rod 3 is connected with the lower surface of the bearing ring 201 through a plurality of pull ropes 4; the pull rope 4 is a steel wire rope; the upper ends of the second support rods 3 are connected through a bearing block 301; the bearing block 301 is connected with the second support rod 3 by adopting a welding technology; a mounting rod 5 for carrying communication equipment is vertically fixed on the upper surface of the bearing block 301.
Wherein, two adjacent first supporting rods 2 are connected through a plurality of elastic connecting pieces; the plurality of elastic connecting pieces are arranged side by side along the length direction of the first supporting rod 2; the elastic connecting piece is used for improving the elastic connection strength between two adjacent first supporting rods 2; the elastic connecting piece comprises an elastic bent rod 8 horizontally arranged between two adjacent first supporting rods 2; two ends of the elastic bent rod 8 are respectively and rotatably connected with the two adjacent first supporting rods 2; the middle part of the elastic bent rod 8 is provided with an elastic part in an arc structure; the elastic part is arranged among the plurality of first supporting rods 2; the elastic bent rod 8 is formed by integrally molding an elastic part and a pair of straight line sections arranged at two ends of the elastic part; the included angle between the two straight line segments is 150 degrees. Through set up a plurality of elasticity knee rods 8 again between two adjacent first bracing pieces 2, not only can improve the installation stability of first bracing piece 2, can also improve the elastic connection intensity between two adjacent second bracing pieces 2 to communication tower's lower part structural strength has further been improved.
As shown in fig. 3, the second support rod 3 is connected to the carrying ring 201 through a plurality of elastic members; a plurality of elastic pieces are uniformly distributed and horizontally arranged on the inner side of the bearing ring 201; the elastic element is a tension spring 9; one end of the tension spring 9 is connected to the outer surface of the second support rod 3, and the other end is connected to the inner wall of the bearing ring 201; the tension spring 9, the second support rod 3 and the bearing ring 201 can be connected by welding or by screw connection, and the welding mode is preferred; the tension spring 9 is in a compressed state when being disposed between the second support rod 3 and the bearing ring 201, so that the elastic connection strength of the second support rod 3 is ensured, and meanwhile, a certain supporting force can be provided for the second support rod 3. Through set up a plurality of tensioning springs 9 between second bracing piece 3 and carrier ring 201, not only can improve the elastic connection intensity of second bracing piece 3, still can have certain holding power to second bracing piece 3 to the problem of slope has been avoided second bracing piece 3 to appear under the windless condition of not shaking, and then has also improved communication tower's superstructure intensity.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (10)
1. A communication iron tower based on an elastic damping structure comprises a base platform (1) with a square structure; the method is characterized in that:
four corners of the base platform (1) are connected with a first support rod (2) which is obliquely arranged through bolts; the upper end of the first supporting rod (2) is horizontally provided with a bearing ring (201);
a second support rod (3) is vertically inserted into the bearing ring (201); the lower end of the second supporting rod (3) is connected with the lower surface of the bearing ring (201) through a plurality of pull ropes (4);
the upper ends of the second supporting rods (3) are connected through a bearing block (301); and a mounting rod (5) for carrying communication equipment is vertically fixed on the upper surface of the bearing block (301).
2. The communication tower based on the elastic shock absorption structure as claimed in claim 1, wherein the middle part of the first supporting rod (2) is connected with the upper surface of the base platform (1) through a reinforcing component; the reinforcing component is used for improving the elastic structural strength of the first supporting rod (2).
3. A telecommunications tower based on a resilient shock absorbing structure according to claim 2, characterized in that the reinforcement assembly comprises reinforcement rods (6) arranged obliquely.
4. Communication tower based on elastic shock absorption structure according to claim 3, characterized in that the upper end of the reinforcing rod (6) is rotatably connected with the middle part of the first supporting rod (2);
the lower end of the reinforcing rod (6) is rotatably connected with a movable block;
the movable block is fixed on the output end of an elastic telescopic rod (7);
the elastic telescopic rod (7) is horizontally fixed on the upper surface of the base station (1).
5. Communication tower based on elastic shock absorption structure according to claim 1, characterized in that adjacent two of said first supporting rods (2) are connected by a plurality of elastic connecting pieces.
6. The communication tower based on the elastic shock absorption structure as claimed in claim 5, wherein a plurality of the elastic connecting pieces are arranged side by side along the length direction of the first supporting rod (2); the elastic connecting piece is used for improving the elastic connecting strength between two adjacent first supporting rods (2).
7. The communication tower based on the elastic shock absorption structure as claimed in claim 5 or 6, wherein the elastic connecting piece comprises an elastic bent rod (8) horizontally arranged between two adjacent first supporting rods (2);
two ends of the elastic bent rod (8) are respectively and rotatably connected with the two adjacent first supporting rods (2);
the middle part of the elastic bent rod (8) is provided with an elastic part in an arc structure; the elastic part is arranged among the first support rods (2).
8. The communication tower based on the elastic shock absorption structure as claimed in claim 1, wherein the second support rod (3) is connected with the bearing ring (201) through a plurality of elastic members; the elastic pieces are uniformly distributed and horizontally arranged on the inner side of the bearing ring (201).
9. Communication tower based on elastic shock absorbing structure according to claim 8 characterized in that the elastic member is a tension spring (9).
10. Communication tower based on elastic shock absorption structure according to claim 9, characterized in that the tension spring (9) is connected to the outer surface of the second support rod (3) at one end and to the inner wall of the load ring (201) at the other end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110205815.3A CN112983095A (en) | 2021-02-24 | 2021-02-24 | Communication tower based on elastic damping structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110205815.3A CN112983095A (en) | 2021-02-24 | 2021-02-24 | Communication tower based on elastic damping structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112983095A true CN112983095A (en) | 2021-06-18 |
Family
ID=76350225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110205815.3A Withdrawn CN112983095A (en) | 2021-02-24 | 2021-02-24 | Communication tower based on elastic damping structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112983095A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117489180A (en) * | 2024-01-02 | 2024-02-02 | 江苏景灿钢杆有限公司 | Triangular communication tower structure with high wind resistance intensity |
-
2021
- 2021-02-24 CN CN202110205815.3A patent/CN112983095A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117489180A (en) * | 2024-01-02 | 2024-02-02 | 江苏景灿钢杆有限公司 | Triangular communication tower structure with high wind resistance intensity |
| CN117489180B (en) * | 2024-01-02 | 2024-03-22 | 江苏景灿钢杆有限公司 | Triangular communication tower structure with high wind resistance intensity |
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Application publication date: 20210618 |