CN114000756A - Communication tower's dilatation reinforcing apparatus - Google Patents
Communication tower's dilatation reinforcing apparatus Download PDFInfo
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- CN114000756A CN114000756A CN202111265244.9A CN202111265244A CN114000756A CN 114000756 A CN114000756 A CN 114000756A CN 202111265244 A CN202111265244 A CN 202111265244A CN 114000756 A CN114000756 A CN 114000756A
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- 238000004891 communication Methods 0.000 title claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 18
- 238000013016 damping Methods 0.000 claims abstract description 39
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 28
- 229910052742 iron Inorganic materials 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract 6
- 230000035939 shock Effects 0.000 claims description 68
- 239000003292 glue Substances 0.000 claims description 27
- 239000006096 absorbing agent Substances 0.000 claims description 16
- 229920001971 elastomer Polymers 0.000 claims description 8
- 239000000806 elastomer Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 238000010521 absorption reaction Methods 0.000 claims description 5
- 230000009194 climbing Effects 0.000 claims description 5
- 238000000034 method Methods 0.000 description 8
- 239000012530 fluid Substances 0.000 description 5
- 230000006978 adaptation Effects 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 241001465382 Physalis alkekengi Species 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005286 illumination Methods 0.000 description 2
- 239000011664 nicotinic acid Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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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
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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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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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
- 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
- E04H12/2238—Sockets or holders for poles or posts to be placed on the ground
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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
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
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- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
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- Chemical Kinetics & Catalysis (AREA)
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an expansion reinforcing device of a communication iron tower, which comprises a base for fixing and supporting a tower, a damping structure for axial damping and radial damping, a hoop ring for increasing the mounting space of the tower and a reinforcing structure for improving the strength of the tower, wherein the base is arranged at the bottom end of the tower, the base is fixedly connected with the tower, the damping structure is detachably connected with the tower, the hoop ring is arranged on the outer side of the tower, the hoop ring is connected with the tower through a hoop, the reinforcing structure is arranged between the hoop rings, and the reinforcing structure is fixedly connected with the hoop rings. The utility model provides a communication iron tower capacity expansion and reinforcement device which can reduce the vibration while the tower capacity expansion is carried out, thereby avoiding the problem of unstable structure of the tower.
Description
Technical Field
The utility model relates to the technical field of communication signal iron towers, in particular to a capacity expansion reinforcing device of a communication iron tower.
Background
The communication iron tower is composed of tower body, platform, lightning rod, ladder stand, antenna support and other steel components, and is subjected to hot galvanizing and anticorrosive treatment, and is mainly used for transmission and emission of microwave, ultrashort wave and wireless network signals. With the progress of modern society and the rapid development of communication technology, the communication iron tower is used as basic equipment of a communication system, is mainly applied to transmission and emission of microwave, ultrashort wave and wireless network signals, and also has improved requirements on the capacity expansion function of the communication iron tower.
The dilatation function of prior art scheme shaft tower is realized through the structure that increases the shaft tower, but the structure that increases the shaft tower can cause the shaft tower unstable, and especially under bad weather or earthquake condition, the reinforcing apparatus of shaft tower is especially important.
For example, a beautifying tower, a bionic tree tower and a street lamp tower with capacity expansion disclosed in chinese patent literature, whose publication number CN204475953U includes: tower body, antenna support and LED lamp, are being apart from 2 meters positions on tower body top are equipped with 1 at least group antenna support downwards in proper order, antenna support includes: hold pole and two at least support arms, wherein, every the one end of support arm with hold the pole and pass through U type bolt and link to each other, the other end with the tower body passes through the staple bolt and links to each other. The beautifying tower, the bionic tree tower and the street lamp tower with the capacity expansion function are used for improving the existing transmitting tower, quickly increasing the holding pole of the support arm and can also be used for building a new tower. The structure has the defect that the structure of the tower is added to cause instability of the tower under severe weather or earthquake conditions without a damping structure.
Disclosure of Invention
The utility model aims to solve the problem that the tower structure is unstable due to the expansion structure of the tower in the prior art, and provides an expansion reinforcing device of a communication tower, which increases the damping ratio of the tower so as to avoid the problem that the tower structure is unstable.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides a communication tower's dilatation reinforcing apparatus, includes:
the base is used for fixing and supporting the tower, the base is arranged at the bottom end of the tower, and the base is fixedly connected with the tower;
the damping structure is used for axial damping and radial damping, and is detachably connected with the tower;
the hoop is arranged on the outer side of the tower and is connected with the tower through a hoop;
reinforced structure, it is used for improving the intensity of shaft tower, and reinforced structure sets up between adjacent staple bolt circle, reinforced structure and staple bolt circle fixed connection.
Through implementing above-mentioned technical scheme, improve the intensity of shaft tower, increase the carry of shaft tower, utilize shock-absorbing structure, increase the damping ratio of shaft tower, provide the resistance of motion, consume the kinetic energy, cause the vibrations decay to the shock attenuation when the dilatation of shaft tower, the unstable problem of structure of avoiding the shaft tower. The base is used for fixing and supporting the shaft tower, set up base and shaft tower fixed connection in the shaft tower bottom, make the stable in structure of shaft tower, shock-absorbing structure both has been used for the axial shock attenuation, be used for radial shock attenuation again, shock-absorbing structure and shaft tower releasable connection, the dismouting of being convenient for, the staple bolt circle is used for increasing the carry space of shaft tower, the outside of staple bolt circle is the annular, can carry out the dilatation to the shaft tower, use such as extra increase illumination lamps and lanterns, the staple bolt circle that sets up in the outside of shaft tower passes through the staple bolt with the shaft tower and is connected, reinforced structure is used for improving the reliability of shaft tower, improve the intensity of shaft tower, reinforced structure and staple bolt circle fixed connection who sets up between the staple bolt circle, strengthen staple bolt circle and dilatation structure.
Preferably, the reinforcing structure comprises a support and a holding pole, the support is a triangular support, the bottom edge of the triangular support is supported on the hoop, and the vertex angle of the triangular support is connected with the adjacent hoop. The support is the triangle-shaped support, and triangle-shaped's structure is more stable, and the base support of triangle-shaped support circles at the staple bolt, and adjacent armful hoop is connected to the apex angle, and the triangle-shaped support welds each other, passes through bolted connection with the staple bolt circle again to strengthen armful hoop and dilatation structure.
Preferably, the main body of the tower is connected by a plurality of sections of rod bodies, the hoop is sleeved outside the tower, the joint of the two adjacent sections of rod bodies is of a stepped structure which is spliced with each other, and the inner side of the hoop is the inner wall of the stepped structure. The main body of the tower formed by connecting a plurality of sections of rod bodies, two adjacent sections of rod bodies are in a stepped structure and are mutually inserted, so that the joint is reinforced, the hoop is sleeved on the outer side of the tower, and the inner side of the hoop is the inner wall of the stepped structure, so that the structure of the tower is stable.
Preferably, the staple bolt circle is equipped with the pole of embracing that is used for personnel to scramble outward, embrace the pole and be equipped with the camouflage cover shell that is used for beautifying outward, embrace to be equipped with on the pole and scramble the structure, scramble structural being equipped with the slide rail that is used for with the safety belt adaptation. The pole of embracing outside the armful hoop circle is used for personnel to scramble, and the camouflage cover shell outside embracing the pole is used for beautifying, embraces structural slide rail that is equipped with of climbing on the pole for with the safety belt adaptation, protect the construction workman.
Preferably, the damping structure comprises a damper for radial damping and a damping pad for axial damping, one end of the damper is connected with the lower part of the tower, the other end of the damper is connected with the base, and the damper, the tower and the base form a triangle. The bumper shock absorber is used for radial shock attenuation, and the shock pad is used for the axial shock attenuation to carry out multiple shock attenuation, bumper shock absorber, shaft tower and base interconnect constitute triangle-shaped, make the shaft tower structure more stable.
Preferably, the shock absorber comprises a piston cylinder, a piston and a piston rod, one end of the piston rod is connected with the piston, and the other end of the piston rod is connected with a port of the piston cylinder in a sliding manner. When the tower generates radial vibration, the piston in the shock absorber is driven to move up and down, so that the radial vibration is reduced.
Preferably, the piston rod drives the piston to reciprocate in the piston cylinder under the action of friction, oil is arranged in the piston cylinder, and the piston is provided with a plurality of through holes for passing through the oil. When the piston reciprocates, fluid in the piston barrel will pass through the through-hole on the piston, to the opposite side round trip flow of piston, and the friction between piston barrel inner wall and fluid and the internal friction of fluid molecule just formed the damping force to the piston that reciprocates this moment for the vibrations energy converts into fluid heat energy, and the heat-conducting plate on the rethread piston barrel lateral wall gives off the heat.
Preferably, the shock absorber is provided with an elastic body for shock absorption and noise reduction, and the elastic body is sleeved outside the piston cylinder. The elastomer cover is established outside the piston cylinder, and when the piston reciprocated, the elastomer also compressed or tensile, further carried out the shock attenuation.
Preferably, the shock pad includes shock pad body and extends the shock pad extension structure that forms to both ends, and the shock pad body includes the shockproof layer of constituteing by shock-resistant material and the glue film of contact with the shaft tower, the shockproof layer is glued with the glue film. The shock pad is arranged at the joint of a plurality of sections of rod bodies, the shape structure of the shock pad is transformed, the shock pad is transformed into a three-dimensional shape from the original sheet shape, the shock pad is extended towards two ends on the original basis, and the contact part of the shock pad and a tower is provided with a glue layer, so that the contact area of the shock pad can be increased and the shock pad can be fixed, a shock-proof layer is arranged in the glue layer, the shock resistance and the shock resistance can be improved, the glue joint is a process method for connecting two glue joint parts by utilizing the mechanical bonding force, the physical adsorption force and the chemical bonding force generated by an adhesive on the connecting surface, the glue joint is not only suitable for the same material, but also suitable for different materials, the glue joint process is simple and convenient, complex process equipment is not needed, the glue joint operation is not required to be carried out under high temperature and high pressure, the glue joint parts are not easy to deform, the stress distribution of the joints is uniform, and the glue joint has good sealing performance under the normal condition, Electrical insulation and corrosion resistance.
Preferably, the surface of the glue layer is provided with a tooth-shaped structure for increasing friction force. The tooth-like structure of the surface of the glue layer is used for increasing the friction force.
Preferably, the base is horizontally arranged on the bottom surface, the tower is vertically arranged on the base, and the tower is welded with the base. The vertical pole tower is welded with the horizontal base, so that the pole tower is stable in structure.
The utility model has the following beneficial effects: (1) the tower is subjected to shock absorption while the capacity of the tower is expanded, so that the problem of unstable structure of the tower is solved; (2) the vibration reduction device has the function of damping vibration transmission by multiple vibration reduction, and can reduce vibration axially and radially; (3) the detachable connection is convenient for disassembly and assembly; (4) the shock absorber converts shock energy into heat energy.
Drawings
The utility model is further illustrated with reference to the figures and examples.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the connection structure of the bracket and the hoop in the present invention;
FIG. 3 is a schematic view of the connection structure of the holding pole and the hoop;
FIG. 4 is a schematic structural view of a stepped structure according to the present invention;
FIG. 5 is a schematic view of the structure of the shock absorber of the present invention;
FIG. 6 is a schematic diagram of a fourth embodiment of the present invention.
In the figure: base 1, shaft tower 2, shock-absorbing structure 3, staple bolt circle 4, reinforced structure 5, support 5.1, embrace pole 5.2, stair structure 6, bumper shock absorber 7, shock pad 8, shock pad body 8.1, shockproof layer 8.1.1, glue film 8.1.2, shock pad extension structure 8.2, piston cylinder 11, piston 12, piston rod 13, fluid 14, through-hole 15.
Detailed Description
The first embodiment is as follows:
as shown in fig. 1 or fig. 2 or fig. 3, an dilatation reinforcing apparatus of communication iron tower, including base 1, shock-absorbing structure 3, staple bolt circle 4 and reinforced structure 5, base 1 sets up in 2 bottoms of shaft tower, base 1 and 2 fixed connection of shaft tower, shock-absorbing structure 3 and 2 releasable connection of shaft tower, staple bolt circle 4 sets up the outside at shaft tower 2, staple bolt circle 4 passes through the staple bolt with shaft tower 2 and is connected, reinforced structure 5 sets up between staple bolt circle 4, reinforced structure 5 and staple bolt circle 4 fixed connection, reinforced structure 5 includes support 5.1 and armful pole 5.2, support 5.1 is the triangle-shaped support, the base of triangle-shaped support is supported on staple bolt circle 4, the adjacent staple bolt circle 4 is connected to the apex angle of triangle-shaped support. The armful of hoop 4 is equipped with the armful pole 5.2 that is used for personnel to climb outward, and armful pole 5.2 is equipped with the camouflage cover shell that is used for beautifying outward, is equipped with the climbing structure on the armful pole, climb structural being equipped with be used for with the slide rail of safety belt adaptation. The base 1 is horizontally arranged on the bottom surface, the tower 2 is vertically arranged on the base 1, and the tower 2 is welded with the base 1.
Among the above-mentioned technical scheme, improve the intensity of shaft tower, increase the carry of shaft tower, utilize shock-absorbing structure, reduce the damping ratio of shaft tower, provide the resistance of motion, consume the kinetic energy, cause the vibrations decay to the shock attenuation when 2 dilatation of shaft tower avoids the unstable problem of structure of shaft tower. Base 1 is used for fixing and supporting shaft tower 2, set up base 1 and shaft tower 2 fixed connection in 2 bottoms of shaft tower, make shaft tower 2's stable in structure, shock-absorbing structure 3 both has been used for the axial shock attenuation, be used for radial shock attenuation again, shock-absorbing structure 3 and 2 releasable connection of shaft tower, the dismouting of being convenient for, staple bolt circle 4 is used for increasing shaft tower 2's carry space, staple bolt circle 4's the outside is the annular, can carry out the dilatation to shaft tower 2, additionally increase usage such as illumination lamps and lanterns, staple bolt circle 4 that sets up in the outside of shaft tower 2 is connected through the staple bolt with shaft tower 2, reinforced structure 5 is used for improving shaft tower 2's reliability, improve shaft tower 2's intensity, set up reinforced structure 5 and staple bolt circle 4 fixed connection between staple bolt circle 4, strengthen staple bolt circle 4 and dilatation structure. Support 5.1 is the triangle-shaped support, and triangle-shaped's structure is more stable, and the base of triangle-shaped support supports on staple bolt circle 4, and adjacent staple bolt circle 4 is connected to the apex angle, and the triangle-shaped support welds each other, passes through bolted connection with staple bolt circle 4 again to strengthen staple bolt circle 4 and dilatation structure. The pole 5.2 of embracing outside the hooping ring 4 is used for personnel to scramble, and the camouflage cover shell outside embracing the pole 5.2 is used for beautifying, and the climbing on embracing the pole is structural to be equipped with the slide rail for with the safety belt adaptation, protect the construction workman. The vertically arranged tower 2 is welded with the horizontally arranged base 1, so that the tower 2 is stable in structure.
The second embodiment is as follows:
as shown in fig. 4, on the basis of embodiment 1, the main bodies of the towers 2 are connected by a plurality of sections of rod bodies, the hoop ring 4 is sleeved on the outer side of the tower 2, the joint of two adjacent sections of rod bodies is a stepped structure 6 which is spliced with each other, and the inner side of the hoop ring 4 is the inner wall of the stepped structure 6.
Among the above-mentioned technical scheme, the main part of shaft tower 2 of constituteing by the connection of the multistage body of rod, adjacent two sections bodies of rod become ladder structure 6 and peg graft each other to the realization is to the enhancement of junction, and staple bolt circle 4 cover is established in the outside of shaft tower 2, and the inboard inner wall that is ladder structure 6, makes the stable in structure of shaft tower 2.
The third concrete embodiment:
as shown in fig. 5, on the basis of embodiment 2, the damping structure 3 includes a damper 7 for radial damping, one end of the damper 7 is connected to the lower portion of the tower 2, the other end of the damper 7 is connected to the base 1, and the damper 7, the tower 2 and the base 1 form a triangle. The shock absorber 7 comprises a piston cylinder 11, a piston 12 and a piston rod 13, wherein one end of the piston rod 13 is connected with the piston 12, and the other end of the piston rod 13 is connected with a port of the piston cylinder 11 in a sliding manner. The piston rod 13 drives the piston 12 to reciprocate in the piston cylinder 11, oil 14 is arranged in the piston cylinder 11, and a plurality of through holes 15 for passing through the oil 14 are formed in the piston 12. The shock absorber 7 is provided with an elastomer for shock absorption and noise reduction, and the elastomer is sleeved outside the piston cylinder 11.
Among the above-mentioned technical scheme, bumper shock absorber 7 is used for radial shock attenuation, and shock pad 8 is used for the axial shock attenuation to carry out multiple shock attenuation, bumper shock absorber 7, shaft tower 2 and base 1 interconnect constitute triangle-shaped, make 2 structures on the shaft tower more stable. When the tower 2 generates radial vibration, the piston 12 in the shock absorber 7 is driven to move up and down, so that the radial vibration is reduced. When the piston 12 moves up and down, the oil 14 in the piston cylinder 11 flows back and forth to the other side of the piston 12 through the through hole 15 on the piston 12, at this time, the friction between the inner wall of the piston cylinder 11 and the oil 14 and the internal friction of oil 14 molecules form damping force on the piston 12 moving up and down, so that the vibration energy is converted into the heat energy of the oil 14, and then the heat energy is dissipated through the heat conducting plate on the outer side wall of the piston cylinder 11. The elastomer is sleeved outside the piston cylinder 11, and when the piston 12 moves up and down, the elastomer is compressed or stretched to further absorb shock.
The fourth concrete embodiment:
as shown in fig. 6, based on embodiment 3, the damping structure 3 further includes a damping pad 8 for axial damping, the damping pad 8 includes a damping pad body 8.1 and a damping pad extending structure 8.2 formed by extending the damping pad body 8.1 to two ends, the damping pad body 8.1 includes a damping layer 8.1.1 made of an impact-resistant material and a glue layer 8.1.2 contacting the tower 2, and the damping layer 8.1.1 is glued to the glue layer 8.1.2.
In the above technical scheme, the shape structure of the shock pad 8 is reformed into a three-dimensional shape from the original sheet shape, the shock pad 8 is extended towards two ends on the original basis, and the contact part of the shock pad 8 and the tower 2 is provided with the glue layer 8.1.2, thus the contact area of the shock pad 8 can be increased and the shock pad 8 is fixed, the glue layer 8.1.1 is provided with the shockproof layer 8.1.2, the shock resistance and the shock resistance are improved, the glue joint is a process method for connecting two glue joint pieces by utilizing the mechanical bonding force, the physical adsorption force and the chemical bonding force generated by the adhesive on the connecting surface, the glue joint is not only suitable for the same material, but also suitable for different materials, the glue joint process is simple and convenient, no complex process equipment is needed, the glue joint operation is not required to be carried out under high temperature and high pressure, therefore, the glue joint pieces are not easy to deform, the joint stress is uniformly distributed, under the normal condition, the adhesive joint has good sealing property, electric insulation property and corrosion resistance.
The utility model has the following beneficial effects: (1) the tower is subjected to shock absorption while the capacity of the tower is expanded, so that the problem of unstable structure of the tower is solved; (2) the vibration reduction device has the function of damping vibration transmission by multiple vibration reduction, and can reduce vibration axially and radially; (3) the detachable connection is convenient for disassembly and assembly; (4) the shock absorber converts shock energy into heat energy.
Claims (10)
1. The utility model provides a communication tower's dilatation reinforcing apparatus which characterized in that includes:
the base (1) is used for fixing and supporting the tower (2), the base (1) is arranged at the bottom end of the tower (2), and the base (1) is fixedly connected with the tower (2);
the damping structure (3) is used for radial damping and axial damping, and the damping structure (3) is detachably connected with the tower (2);
the hoop (4) is used for increasing the mounting space of the tower (2), the hoop (4) is arranged on the outer side of the tower (2), and the hoop (4) is connected with the tower (2) through a hoop;
and the reinforced structure (5) is used for improving the strength of the tower (2), the reinforced structure (5) is arranged between the adjacent hoop rings (4), and the reinforced structure (5) is fixedly connected with the hoop rings (4).
2. The expansion reinforcement device for the communication iron tower is characterized in that the reinforcement structure (5) comprises a support (5.1) and a holding pole (5.2), the support (5.1) is a triangular support, the bottom edge of the triangular support is supported on the hoop (4), and the vertex angle of the triangular support is connected with the adjacent hoop (4).
3. The expansion reinforcing device for the communication iron tower as claimed in claim 1, wherein the main body of the tower (2) is connected by a plurality of sections of rod bodies, the hooping ring (4) is sleeved on the outer side of the tower (2), the joint of the two adjacent sections of rod bodies is in a step structure (6) which is spliced with each other, and the inner side of the hooping ring (4) is the inner wall of the step structure (6).
4. The expansion reinforcing device for the communication iron tower is characterized in that a holding pole (5.2) for personnel to climb is arranged outside the holding hoop (4), a camouflage cover shell for beautifying is arranged outside the holding pole (5.2), a climbing structure is arranged on the holding pole, and a sliding rail matched with a safety belt is arranged on the climbing structure.
5. The expansion reinforcement device for the communication iron tower is characterized in that the damping structure (3) comprises a damper (7) for radial damping and a damping pad (8) for axial damping, one end of the damper (7) is connected with the lower part of the tower (2), the other end of the damper (7) is connected with the base (1), and the damper (7), the tower (2) and the base (1) form a triangle.
6. The expansion reinforcing device for the communication tower according to claim 5, wherein the shock absorber (7) comprises a piston cylinder (11), a piston (12) and a piston rod (13), one end of the piston rod (13) is connected with the piston (12), and the other end of the piston rod (13) is slidably connected with a port of the piston cylinder (11).
7. The expansion reinforcing device for the communication iron tower according to claim 6, wherein the piston rod (13) drives the piston (12) to reciprocate in the piston cylinder (11) under the action of friction, oil (14) is arranged in the piston cylinder (11), and the piston (12) is provided with a plurality of through holes (15) for passing through the oil (14).
8. The expansion and reinforcement device for the communication tower according to claim 5 or 6, wherein the shock absorber (7) is provided with an elastomer for shock absorption and noise reduction, and the elastomer is sleeved outside the piston cylinder (11).
9. The expansion reinforcing device of the communication iron tower is characterized in that the shock pad (8) comprises a shock pad body (8.1) and a shock pad extending structure (8.2) formed by extending the shock pad body (8.1) to two ends, the shock pad body (8.1) comprises a shock-proof layer (8.1.1) made of an impact-resistant material and a glue layer (8.1.2) contacted with the tower (2), and the shock-proof layer (8.1.1) is glued with the glue layer (8.1.2).
10. The expansion reinforcement device for communication tower of claim 9, wherein the surface of the glue layer (8.1.2) is provided with a tooth-like structure for increasing friction force.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111265244.9A CN114000756A (en) | 2021-10-28 | 2021-10-28 | Communication tower's dilatation reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111265244.9A CN114000756A (en) | 2021-10-28 | 2021-10-28 | Communication tower's dilatation reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114000756A true CN114000756A (en) | 2022-02-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111265244.9A Pending CN114000756A (en) | 2021-10-28 | 2021-10-28 | Communication tower's dilatation reinforcing apparatus |
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| CN (1) | CN114000756A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652907A (en) * | 2015-03-06 | 2015-05-27 | 景县电讯金属构件制造有限公司 | Quick-installing type communication angle steel transmitting tower with capacity expanding function |
| CN204676974U (en) * | 2015-03-10 | 2015-09-30 | 常州格林电力机械制造有限公司 | Steel tower Anti-seismic damper |
| CN106593062A (en) * | 2016-11-09 | 2017-04-26 | 成都聚立汇信科技有限公司 | Shockproof electric pole |
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| CN111877833A (en) * | 2020-07-10 | 2020-11-03 | 浙江德宝通讯科技股份有限公司 | Pipe tower reinforcing device and reinforcing method |
| CN216553290U (en) * | 2021-10-28 | 2022-05-17 | 浙江德宝通讯科技股份有限公司 | Capacity expansion structure of tower |
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2021
- 2021-10-28 CN CN202111265244.9A patent/CN114000756A/en active Pending
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| CN104652907A (en) * | 2015-03-06 | 2015-05-27 | 景县电讯金属构件制造有限公司 | Quick-installing type communication angle steel transmitting tower with capacity expanding function |
| CN204676974U (en) * | 2015-03-10 | 2015-09-30 | 常州格林电力机械制造有限公司 | Steel tower Anti-seismic damper |
| CN106593062A (en) * | 2016-11-09 | 2017-04-26 | 成都聚立汇信科技有限公司 | Shockproof electric pole |
| CN107061178A (en) * | 2017-03-13 | 2017-08-18 | 中国海洋大学 | Fan shock-absorbing type roof pylon and wind power plant |
| CN207620481U (en) * | 2017-11-10 | 2018-07-17 | 天津市芳华通讯工程有限公司 | A kind of 35 rice lamp shaft towers |
| CN207974608U (en) * | 2018-03-13 | 2018-10-16 | 青岛华建钢结构有限公司 | A kind of power tower damping base |
| CN108547499A (en) * | 2018-05-16 | 2018-09-18 | 杨海宣 | A kind of mobile communication communication tower for facilitating adjusting and installation |
| CN211421439U (en) * | 2019-10-22 | 2020-09-04 | 上海建顾减震科技有限公司 | Rod type tuned mass damping device |
| CN111335719A (en) * | 2020-02-18 | 2020-06-26 | 浙江德宝通讯科技股份有限公司 | Communication beautifies tower |
| CN111877833A (en) * | 2020-07-10 | 2020-11-03 | 浙江德宝通讯科技股份有限公司 | Pipe tower reinforcing device and reinforcing method |
| CN216553290U (en) * | 2021-10-28 | 2022-05-17 | 浙江德宝通讯科技股份有限公司 | Capacity expansion structure of tower |
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