CN209082541U - A kind of communication tower equipped with prefabricated pile basis - Google Patents
A kind of communication tower equipped with prefabricated pile basis Download PDFInfo
- Publication number
- CN209082541U CN209082541U CN201821626693.5U CN201821626693U CN209082541U CN 209082541 U CN209082541 U CN 209082541U CN 201821626693 U CN201821626693 U CN 201821626693U CN 209082541 U CN209082541 U CN 209082541U
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- prefabricated pile
- substrate
- connecting shaft
- wall
- fixed plate
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Abstract
The utility model discloses a kind of communication towers equipped with prefabricated pile basis of communication tower technical field, including prefabricated pile pedestal, substrate is arranged in the top of the prefabricated pile pedestal, foundation pile is respectively provided at left and right sides of the bottom of the substrate, tower seat is arranged in the inner cavity of the prefabricated pile pedestal, plate is connected and fixed at the top of the tower seat, tower body is arranged in the top of the fixed plate, connecting shaft is respectively provided at the top of the four side outer walls and substrate of the fixed plate, the outside of the connecting shaft of fixed plate outer wall is arranged in the connecting shaft of the substrate top, the opposing end surface of connecting shaft described in two groups connects buffer unit, damping device is set in the bottom of the fixed plate and the top interlayer of substrate, four side inner walls of the prefabricated pile pedestal are respectively provided with flexible gag lever post, what be can be convenient is fixedly installed to the tower body of communication tower in prefabricated pile pedestal, structure is simple, operation It is convenient, guarantee that communication tower can rapidly and uniformly decompose power in stress, guarantees the stabilization of communication tower tower body.
Description
Technical field
The utility model relates to communication tower technical field, specially a kind of communication tower equipped with prefabricated pile basis.
Background technique
Communication tower is one of signal transmitting tower, and main use should be with the transmission between signal.Existing communication tower is being pacified
It is typically necessary when dress and first carries out the pre-buried of prefabricated pile, be mounted on prefabricated pile by communication tower tower body, but existing installation is tied
Structure is complex, and the period is long, and common installation not can guarantee the stabilization of communication tower, by the dynamics in wind-force and earthquake, leads to
Letter tower is easy to appear the phenomenon that loosening inclination.For this purpose, it is proposed that a kind of communication tower equipped with prefabricated pile basis.
Utility model content
The purpose of this utility model is to provide a kind of communication towers equipped with prefabricated pile basis, to solve above-mentioned background technique
The problem of middle proposition.
To achieve the above object, the utility model provides the following technical solutions: a kind of communication tower equipped with prefabricated pile basis,
Including prefabricated pile pedestal, substrate is arranged in the top of the prefabricated pile pedestal, is respectively provided with foundation pile at left and right sides of the bottom of the substrate,
Tower seat is arranged in the inner cavity of the prefabricated pile pedestal, is connected and fixed plate at the top of the tower seat, and the upper of substrate is arranged in fixed plate
Side, the top of the fixed plate is arranged tower body, is respectively provided with connecting shaft at the top of the four side outer walls and substrate of the fixed plate, described
The outside of the connecting shaft of fixed plate outer wall is arranged in the connecting shaft of substrate top, and the opposing end surface connection of connecting shaft described in two groups is slow
Damping device is set in flushing device, the bottom of the fixed plate and the top interlayer of substrate, in four sides of the prefabricated pile pedestal
Wall is respectively provided with flexible gag lever post, and four side outer walls of the tower seat are respectively provided with and the matched limit hole of flexible gag lever post.
Preferably, the buffer unit includes the blank pipe being actively socketed in substrate top connecting shaft, the blank pipe it is interior
Buffer bar is arranged in chamber activity, and the top movable of buffer bar is socketed in the connecting shaft of fixed plate outer wall, the bottom of the buffer bar
Portion connects buffer spring, and the bottom of buffer spring is connected to the intracavity bottom of blank pipe, the opposing end surface of buffer bar described in two groups
It is connected and fixed bar, connecting rod is arranged in the bottom of the fixed link, and the opposing end surface of blank pipe described in two groups connects panelling, the panelling
Top empty slot is set, be arranged at the top of the inner wall of the empty slot in protective case, adjustable spring is arranged in the inner cavity of the interior protective case, described
The top movable of adjustable spring connects mandril, and the top of the mandril connects push plate, and the top of push plate is connected by bracket and connected
The bottom left and right sides of extension bar, the connecting rod is all connected with slide bar, and slide bar is movably connected in the left and right sides inner wall of empty slot.
Preferably, the damping device shares four groups, and buffer unit is arranged in four groups of equal annular arrays of damping device
Inside, the damping device include the outer protecting shell for being fixed at substrate top, and the inner cavity activity of the outer protecting shell, which is arranged, to be fixed
Bracket, and support bracket fastened top is connected to the bottom of fixed plate, the support bracket fastened bottom connects slide plate, and slide plate activity
The inner cavity of outer protecting shell is set, and the bottom of the slide plate connects double link, the left and right sides opposing end surface connection of the double link
Reset spring, the bottom connection of the double link carry movable plate, and the bottom for carrying movable plate connects helical spring, the helical spring
Bottom be connected to the intracavity bottom of outer protecting shell.
Preferably, the flexible gag lever post includes the telescopic cavity for being fixed at sound of sighing prefabricated pile base inner wall, telescopic cavity
Motion bar is arranged in inner cavity activity, and motion bar is connected to by spring the inner wall of telescopic cavity in one end of telescopic cavity inner cavity, and movable
The other end of bar extends to the outer wall of telescopic cavity and is plugged in limit hole, and semicircle convex block is arranged in the other end of motion bar, and
The bottom left and right ends of tower seat are respectively provided with and the matched rounded corner of semicircle convex block radian.
Preferably, the connecting shaft of the substrate top and the connecting shaft of fixed plate outer wall are in 45 degree of oblique angle annular arrays
Arrangement.
Preferably, the left and right sides outer wall of the slide plate is respectively provided with sliding block, and the left and right sides inner wall of the outer protecting shell is all provided with
It sets and the matched sliding slot of sliding block.
Compared with prior art, the utility model has the beneficial effects that
1. flexible gag lever post is arranged in prefabricated pile pedestal, tower seat is set in the bottom of tower body, is arranged on tower seat and flexible
Matched limit hole is done in limit, when the tower body with tower seat is installed into prefabricated pile pedestal, allows flexible gag lever post activity
It is plugged in limit hole, it may be convenient to the tower body of communication tower is fixedly installed in prefabricated pile pedestal, structure is simple, operation
It is convenient；
2. buffer unit and damping device is arranged, in tower body stress, through the buffer bar in buffer unit in blank pipe
Activity, while driving fixed link and connecting rod movable in the empty slot on panelling, pass through buffer spring during movable and stretch
Contracting spring can successively successively decrease the dynamics of stress, and the frame stress of the fixation in damping device is movable in outer protecting shell, pass through reset
Spring can also be relieved stress with helical spring, to guarantee that communication tower can rapidly and uniformly decompose power in stress, be protected
Demonstrate,prove the stabilization of communication tower tower body.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model buffer unit structure schematic diagram；
Fig. 3 is the utility model damping device structural schematic diagram.
In figure: 1 prefabricated pile pedestal, 2 substrates, 3 foundation piles, 4 tower seats, 5 fixed plates, 6 tower bodies, 7 buffer units, 71 blank pipes, 72
Buffer bar, 73 buffer springs, 74 fixed links, 75 connecting rods, 76 panellings, 77 empty slots, protective case, 79 adjustable springs, 701 tops in 78
Bar, 702 push plates, 703 slide bars, 8 damping devices, 81 outer protecting shells, 82 fixed brackets, 83 slide plates, 84 double links, 85 reset springs,
86 carry movable plate, 87 helical springs, 9 connecting shafts, 10 flexible gag lever posts, 11 limit holes.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of communication tower equipped with prefabricated pile basis, packet
Prefabricated pile pedestal 1 is included, the top of prefabricated pile pedestal 1 is arranged substrate 2, is respectively provided with foundation pile 3, foundation pile 3 at left and right sides of the bottom of substrate 2
It is set as coning angle for the bottom of stainless steel foundation pile, and foundation pile 3, tower seat 4, the top of tower seat 4 is arranged in the inner cavity of prefabricated pile pedestal 1
It is connected and fixed plate 5, and fixed plate 5 is arranged in the top of substrate 2, the top of fixed plate 5 is arranged tower body 6, outside four sides of fixed plate 5
The top of wall and substrate 2 is respectively provided with connecting shaft 9, and the outer of the connecting shaft 9 of 5 outer wall of fixed plate is arranged in the connecting shaft 9 at 2 top of substrate
Side, the opposing end surface of two groups of connecting shafts 9 connect buffer unit 7, are arranged in the bottom of fixed plate 5 and the top interlayer of substrate 2 and subtract
Device 8 is shaken, four side inner walls of prefabricated pile pedestal 1 are respectively provided with flexible gag lever post 10, and four side outer walls of tower seat 4 are respectively provided with and flexible limit
The position matched limit hole 11 of bar 10.
Wherein, buffer unit 7 includes the blank pipe 71 being actively socketed in 2 top connecting shaft 9 of substrate, and the inner cavity of blank pipe 71 is living
Dynamic setting buffer bar 72, and the top movable of buffer bar 72 is socketed in the connecting shaft 9 of 5 outer wall of fixed plate, the bottom of buffer bar 72
Portion connects buffer spring 73, and the bottom of buffer spring 73 is connected to the intracavity bottom of blank pipe 71, two groups of buffer bars 72 it is opposite
End face is connected and fixed bar 74, and connecting rod 75 is arranged in the bottom of fixed link 74, and the opposing end surface of two groups of blank pipes 71 connects panelling 76, edge
Empty slot 77 is arranged in the top of plate 76, and interior protective case 78 is arranged at the top of the inner wall of empty slot 77, and adjustable spring is arranged in the inner cavity of interior protective case 78
79, the top movable of adjustable spring 79 connects mandril 701, and the top of mandril 701 connects push plate 702, and the top of push plate 702 is logical
Bracket connection connecting rod 75 is crossed, is all connected with slide bar 703 at left and right sides of the bottom of connecting rod 75, and slide bar 703 is movably connected in sky
Pulley, and inner wall setting and the pulley of empty slot 77 is arranged in the left and right sides inner wall of slot 77, slide bar 703 and 77 inner wall junction of empty slot
Matched sliding rail, buffer unit 7 can slow down shaking force when communication tower stress is by wind, keep communication tower more stable；
Damping device 8 shares four groups, and the inside of buffer unit 7, damping is arranged in four groups of equal annular arrays of damping device 8
Device 8 includes the outer protecting shell 81 for being fixed at 2 top of substrate, and fixed bracket 82 is arranged in the inner cavity activity of outer protecting shell 81, and solid
The top of fixed rack 82 is connected to the bottom of fixed plate 5, and the bottom of fixed bracket 82 connects slide plate 83, and 83 activity setting of slide plate
In the inner cavity of outer protecting shell 81, the bottom of slide plate 83 connects double link 84, and the left and right sides opposing end surface of double link 84, which connects, to be resetted
The bottom connection of spring 85, double link 84 carries movable plate 86, and the bottom for carrying movable plate 86 connects helical spring 87, the bottom of helical spring 87
Portion is connected to the intracavity bottom of outer protecting shell 81, communication tower can be made to fix by damping device 8 stronger in use on the whole,
It is not in the phenomenon that toppling over；
Flexible gag lever post 10 includes the telescopic cavity for being fixed at sound of sighing 1 inner wall of prefabricated pile pedestal, the inner cavity activity of telescopic cavity
Motion bar is set, and motion bar is connected to by spring the inner wall of telescopic cavity in one end of telescopic cavity inner cavity, and motion bar is another
End extends to the outer wall of telescopic cavity and is plugged in limit hole 11, the semicircle convex block of other end setting of motion bar, and tower seat 4
Bottom left and right ends, which are respectively provided with, is plugged on limit hole 11 with the matched rounded corner of semicircle convex block radian, flexible 10 activity of gag lever post
In, facilitate the installation of communication tower；
The connecting shaft 9 at 2 top of substrate and the connecting shaft 9 of 5 outer wall of fixed plate are in 45 degree of oblique angle annular arrays, are made
Substrate 2 and fixed plate 5 pass through connecting shaft 9 and are uniformly arranged buffer unit 7, are more uniformly stressed buffer unit 7；
The left and right sides outer wall of slide plate 83 is respectively provided with sliding block, and the left and right sides inner wall of outer protecting shell 81 is respectively provided with to be matched with sliding block
Sliding slot, slided in sliding slot by sliding block, slide slide plate 33 in the inner cavity of outer protecting shell 81.
Working principle: it is first that prefabricated pile pedestal 1 is pre-buried in the soil when installation communication tower, foundation pile 3 is then fixed on soil
In earth, make the setting of substrate 2 on the ground, will be put into prefabricated pile pedestal 1 with the tower body 6 of tower seat 4, tower seat 4 go deep into it is prefabricated
When in stake pedestal 1, the motion bar movement in flexible gag lever post 10, when tower seat 4 moves to prefabricated pile 1 bottom of pedestal, activity are pushed
Bar is plugged in limit hole 11, thus it is easily that tower seat 4 is fixed, when tower body 6 is by high wind or shaking force, filled by buffering
The shaking force or gradient of tower body 6 can be slowed down with damping device 8 by setting 7, and 72 stress of buffer bar in buffer unit 7, which drives, fixes
Bar 74 moves downward, and fixed link 74 drives 75 slide downward of connecting rod, and connecting rod 75 is slided in empty slot 77 by slide bar 703,
702 slide downward of push plate is pushed, push plate 702 pushes adjustable spring to slide in interior protective case 78, and simultaneous buffering bar 72 passes through buffering
Spring 73 moves in blank pipe 71, and 82 stress of fixation bracket in damping device 8 pushes slide plate 83 to slide in outer protecting shell 81, sliding
Plate 83 pushes double link 84 to move, and 84 stress of double link is relieved stress by reset spring 85, while being carried movable plate 86 and being passed through spiral
Spring 87 can also relieve stress.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of communication tower equipped with prefabricated pile basis, including prefabricated pile pedestal (1), it is characterised in that: the prefabricated pile pedestal
(1) substrate (2) are arranged in top, are respectively provided with foundation pile (3) at left and right sides of the bottom of the substrate (2), the prefabricated pile pedestal (1)
Inner cavity tower seat (4) are set, be connected and fixed plate (5) at the top of the tower seat (4), and fixed plate (5) is arranged in the upper of substrate (2)
Tower body (6) are arranged in the top of side, the fixed plate (5), are all provided at the top of four side outer walls of the fixed plate (5) and substrate (2)
It sets connecting shaft (9), the setting of connecting shaft (9) at the top of the substrate (2) is in the outside of the connecting shaft (9) of fixed plate (5) outer wall, and two
The opposing end surface of the group connecting shaft (9) connects buffer unit (7), and the bottom of the fixed plate (5) and the top of substrate (2) press from both sides
Damping device (8) are set in layer, four side inner walls of the prefabricated pile pedestal (1) are respectively provided with flexible gag lever post (10), the tower seat
(4) four side outer walls are respectively provided with and flexible gag lever post (10) matched limit hole (11).
2. a kind of communication tower equipped with prefabricated pile basis according to claim 1, it is characterised in that: the buffer unit
It (7) include the blank pipe (71) being actively socketed at the top of substrate (2) in connecting shaft (9), the inner cavity activity setting of the blank pipe (71)
Buffer bar (72), and the top movable of buffer bar (72) is socketed in the connecting shaft (9) of fixed plate (5) outer wall, the buffer bar
(72) bottom connects buffer spring (73), and the bottom of buffer spring (73) is connected to the intracavity bottom of blank pipe (71), and two groups
The opposing end surface of the buffer bar (72) is connected and fixed bar (74), and connecting rod (75) are arranged in the bottom of the fixed link (74), and two
The opposing end surface of the group blank pipe (71) connects panelling (76), and empty slot (77) are arranged in the top of the panelling (76), the empty slot
(77) adjustable spring (79) are arranged in the inner cavity of protective case (78) in being arranged at the top of inner wall, the interior protective case (78), the flexible bullet
The top movable of spring (79) connects mandril (701), and the top of the mandril (701) connects push plate (702), and push plate (702)
Top connects connecting rod (75) by bracket, is all connected with slide bar (703) at left and right sides of the bottom of the connecting rod (75), and slide bar
(703) it is movably connected in the left and right sides inner wall of empty slot (77).
3. a kind of communication tower equipped with prefabricated pile basis according to claim 1, it is characterised in that: the damping device
(8) four groups are shared, and four groups of damping devices (8) annular array is arranged in the inside of buffer unit (7), the damping device
It (8) include the outer protecting shell (81) being fixed at the top of substrate (2), fixed bracket is arranged in the inner cavity activity of the outer protecting shell (81)
(82), it and at the top of fixed bracket (82) is connected to the bottom of fixed plate (5), the bottom of the fixed bracket (82) connects slide plate
(83), and slide plate (83) is movably arranged on the inner cavities of outer protecting shell (81), and the bottom of the slide plate (83) connects double link (84), institute
Left and right sides opposing end surface connection reset spring (85) of double link (84) is stated, the bottom connection of the double link (84) carries movable plate
(86), the bottom for carrying movable plate (86) connects helical spring (87), and the bottom of the helical spring (87) is connected to outer protecting shell
(81) intracavity bottom.
4. a kind of communication tower equipped with prefabricated pile basis according to claim 1, it is characterised in that: the flexible gag lever post
It (10) include the telescopic cavity for being fixed at sound of sighing prefabricated pile pedestal (1) inner wall, motion bar, activity is arranged in the inner cavity activity of telescopic cavity
Bar is connected to by spring the inner wall of telescopic cavity in one end of telescopic cavity inner cavity, and the other end of motion bar extends to telescopic cavity
Outer wall is simultaneously plugged in limit hole (11), and semicircle convex block, and the bottom left and right ends of tower seat (4) are arranged in the other end of motion bar
It is respectively provided with and the matched rounded corner of semicircle convex block radian.
5. a kind of communication tower equipped with prefabricated pile basis according to claim 1, it is characterised in that: substrate (2) top
The connecting shaft (9) in portion and the connecting shaft (9) of fixed plate (5) outer wall are in 45 degree of oblique angle annular arrays.
6. a kind of communication tower equipped with prefabricated pile basis according to claim 3, it is characterised in that: the slide plate (83)
Left and right sides outer wall is respectively provided with sliding block, and the left and right sides inner wall of the outer protecting shell (81) is respectively provided with and the matched sliding slot of sliding block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821626693.5U CN209082541U (en) | 2018-10-08 | 2018-10-08 | A kind of communication tower equipped with prefabricated pile basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821626693.5U CN209082541U (en) | 2018-10-08 | 2018-10-08 | A kind of communication tower equipped with prefabricated pile basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082541U true CN209082541U (en) | 2019-07-09 |
Family
ID=67118579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821626693.5U Expired - Fee Related CN209082541U (en) | 2018-10-08 | 2018-10-08 | A kind of communication tower equipped with prefabricated pile basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082541U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962486A (en) * | 2020-08-18 | 2020-11-20 | 毛逆凡 | Be applied to ocean engineering's building support equipment |
| CN114108587A (en) * | 2021-11-12 | 2022-03-01 | 江阴荣港管件制造有限公司 | 12 m large-caliber ocean wind power jacket |
-
2018
- 2018-10-08 CN CN201821626693.5U patent/CN209082541U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962486A (en) * | 2020-08-18 | 2020-11-20 | 毛逆凡 | Be applied to ocean engineering's building support equipment |
| CN114108587A (en) * | 2021-11-12 | 2022-03-01 | 江阴荣港管件制造有限公司 | 12 m large-caliber ocean wind power jacket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190709 Termination date: 20211008 |