CN207453609U - Tower and base station - Google Patents
Tower and base station Download PDFInfo
- Publication number
- CN207453609U CN207453609U CN201720511089.7U CN201720511089U CN207453609U CN 207453609 U CN207453609 U CN 207453609U CN 201720511089 U CN201720511089 U CN 201720511089U CN 207453609 U CN207453609 U CN 207453609U
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- CN
- China
- Prior art keywords
- tower
- vault
- opening
- support
- tower body
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0064—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
- B28B7/0082—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces with surfaces for moulding parallel grooves or ribs
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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
- 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
- E04H12/18—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
- E04H12/182—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic telescopic
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- H—ELECTRICITY
- H01—ELECTRIC ELEMENTS
- H01Q—ANTENNAS, i.e. RADIO AERIALS
- H01Q1/00—Details of, or arrangements associated with, antennas
- H01Q1/12—Supports; Mounting means
- H01Q1/1242—Rigid masts specially adapted for supporting an aerial
Abstract
Present disclose provides a kind of tower and base stations, belong to communication equipment mounting technique field, which includes tower seat and the tower body being fixed on tower seat, and opening is provided on tower body, and opening is configured as that equipment is allowed to be installed in tower by it；Tower further includes the auxiliary support structure being arranged in tower body, auxiliary support structure includes being supported on tower seat or being supported at least two pieces of support plates on tower body, the top of at least two pieces support plates is provided with vault, and the top edge of opening is resisted against on vault and/or vault is connected to the inside of tower body and the top edge for opening provides support.The overthe openings of the tower of disclosure pressure as caused by tower gravity is transferred to by vault in support plate, therefore its structural strength has obtained larger promotion.
Description
Technical field
This disclosure relates to communication equipment mounting technique field, more particularly to tower and base station.
Background technology
The development of mobile communication business brings substantial amounts of communication site demand, because a variety of causes, traditional occupation of land is larger
Site obtain it is very difficult, thus base station equipment supplier be directed to reduce floor space base station design.Currently popular
The base station design scheme for reducing floor space is by base station and steel tower unification, i.e., base station equipment is installed to inside tubulose steel tower,
So that floor space significantly reduces.
In order to realize the target of built in base station equipment, usually rectangular aperture is opened up on the tower body of tower.It is a kind of existing
The tower type base station of technology is as shown in Fig. 1 a, 1b and 1c, including tower 101 and antenna 102, is set on the tower body 104 of tower 101
There is rectangular aperture 103.
The prior art has at least the following problems：
Due to being provided with very big rectangular aperture on tower body, the tower body gravity of overthe openings cannot be by fine twelve Earthly Branches
Support, near opening, the structural strength of tower declines stress concentration, it is easy to deform.
Utility model content
In view of this, the embodiment of the present disclosure provides a kind of tower and base station, has larger open on tower body to be promoted
The structural strength of tower.Its technical solution is as follows：
In a first aspect, providing a kind of tower, the tower includes tower seat and the tower body being fixed on the tower seat, described
Opening is provided on tower body, the opening is configured as that equipment is allowed to be installed in the tower by it；The tower is also wrapped
The auxiliary support structure being arranged in the tower body is included, the auxiliary support structure includes being supported on the tower seat or being supported on
At least two pieces of support plates on the tower body, the top of at least two pieces support plates are provided with vault, the top of the opening
Edge is resisted against on the vault and/or the vault is connected to the inside of the tower body and the top edge for the opening provides branch
Support.
In the embodiment of the present disclosure, be provided on the tower body of tower it is big to allow equipment by opening, by being arranged on tower
Auxiliary support structure in body carries out Auxiliary support, and auxiliary support structure includes at least two pieces of support plates being fixed on tower seat
The vault set with support plate top, since the top edge of opening is resisted against on vault and/or vault is connected to the inside of tower body
And the top edge for opening provides support, therefore overthe openings pressure as caused by tower gravity is just transferred to support by vault
On plate.The pressure of overthe openings is undertaken by the tower body part near opening both sides in the prior art, stress concentration and cause tower
Structural strength declines, and tower is easily deformed and damages, and the open upper edge of tower is supported by vault in the embodiment of the present disclosure, shape
Into more stable support construction, the structural strength of tower has obtained larger promotion.
In the first possible realization method of first aspect, at least two pieces of support plates and the inside of the tower body are consolidated
Fixed connection.
In this way, since support plate on the inside of tower body with being fixedly connected, support plate is made to be connected with tower body, therefore tower body is more
Add firm.
Selectively, two of every piece of support plate vertical sides are fixedly connected respectively on the inside of the tower body.
In this way, every piece of support plate and corresponding tower body part form closed cavity, the cross section of cavity is similar to triangle
Shape improves the support strength and integral rigidity of tower.
In second of possible realization method of first aspect, the transition position at the top edge of the opening and vertical edge,
The transition position and the vault at the lower edge of the opening and vertical edge at least one in the transition position of the support plate
Formation seamlessly transits structure.
In this way, when the transition position of the top edge in opening and vertical edge employs and seamlessly transits structure, can effectively prevent
Only stress concentration avoids tower in the prior art and causes stress concentration using right angle in upper opening portion, easily leads to structure change
The problem of shape and damage；It, can be effective when the transition position of the lower edge in opening and vertical edge, which employs, seamlessly transits structure
It prevents stress concentration, avoids tower in the prior art and stress concentration is caused using right angle in lower opening portion, easily lead to structure
The problem of deformation and damage；When vault and support plate transition position employ seamlessly transit structure when, can effectively reduce stress
The problem of concentrating, avoiding the deformation of vault support construction and damage.
In the third possible realization method of first aspect, the vault be circular arc vault, the top edge of the opening
It is closed with the skene arch topstick.
In this way, vault and the top edge of opening are fitted closely since profile is corresponding, pressure is dispersedly transferred to vault
On, the support construction of vault is optimized, prevents that local pressure is excessive and vault is caused to be damaged.
In the 4th kind of possible realization method of first aspect, the vault includes multiple flat parts abutted successively,
In angle formed by the adjacent flat part be obtuse angle.
In this way, vault can be simple to manufacture by the way that plate bending is molded several times, at the same obtuse angle compared to right angle and acute angle and
Speech, will not bring excessive stress in corner portion.
In the 5th kind of possible realization method of first aspect, the front end of the vault exceeds to the tower outside direction
The top edge of the opening.
In this way, the end against place further from vault of the top edge of opening, thus support of the vault to open upper edge
It is more secured.
In the 6th kind of possible realization method of first aspect, the tower further includes at least two pieces of transverse slats, it is described at least
Two pieces of transverse slats are horizontally fixed on respectively between at least two pieces of support plates, and adjacent transverse slat is at the vertical direction interval one
Fixed distance.
In this way, transverse slat has been separated out multiple equipment cabin vertically in tower, various equipment, while the presence of transverse slat can be stored
Also the structural strength of auxiliary support structure and tower is improved.
Selectively, the supporting item upwardly extended is provided on the transverse slat of the top, the supports support is in the arch
Top lower section.
In this way, the supporting item on the transverse slat of the top provides support for vault, the support strength of vault is improved.
In the 7th kind of possible realization method of first aspect, at the maximum horizontal extent of the opening, the pipe shaft
Cross section due to it is described opening and lack at least 1/3rd perimeter.
In this way, the opening in tower is sufficiently large, larger sized equipment can be allowed to be installed in tower, while employed
After the auxiliary support structure of the disclosure, the opening even if in tower also can guarantee greatly the structural strength of tower.
Second aspect provides a kind of base station, including the tower in first aspect and the antenna being arranged on tower.
In the embodiment of the present disclosure, since the base station employs the tower of first aspect, it is provided on the tower body of tower and arrives greatly
Allow equipment by opening, Auxiliary support, auxiliary support structure are carried out by the auxiliary support structure being arranged in tower body
Including the vault that at least two pieces of support plates being fixed on tower seat and support plate top are set, since the top edge of opening is resisted against
On vault and/or vault is connected to the inside of tower body and provides support for the top edge being open, therefore overthe openings are by tower weight
Pressure is just transferred to by vault in support plate caused by power.In the prior art the pressure of overthe openings by opening both sides near
Tower body part undertakes, stress concentration, is easily deformed and damages, and embodiment of the present disclosure split shed top edge is supported by vault, shape
Into more stable support construction, the structural strength of tower and base station has obtained larger promotion.Meanwhile have in tower above-mentioned
During each feature, it is above-mentioned various which can also have the advantages that above-mentioned each feature correspondence is brought.
Description of the drawings
In order to illustrate more clearly of the technical solution of the disclosure, attached drawing needed in embodiment will be made below
It is simple to introduce.In attached drawing for brevity, it is general only to a portion in multiple components same or like in each attached drawing
Part is identified with a reference numeral.
Fig. 1 a are the dimensional structure diagrams of pipe tower type base station according to prior art；
Fig. 1 b are the dimensional structure diagrams for the tower that the pipe tower type base station shown in Fig. 1 a includes, and actual is Fig. 1 a centers
The enlarged diagram of the part gone out；
Fig. 1 c are the decomposition texture schematic diagrams of the tower shown in Fig. 1 b；
Fig. 2 a are the dimensional structure diagrams according to two different visual angles of the tower of one embodiment of the disclosure；
Fig. 2 b are the decomposition texture schematic diagrams of the tower shown in Fig. 2 a；
Fig. 2 c are the side structure schematic views of the tower shown in Fig. 2 a；
Fig. 2 d are the main structure diagrams of the tower shown in Fig. 2 a；
Fig. 2 e are the schematic cross-sections that B-B is splitted along tower shown in Fig. 2 d；
Fig. 2 f are the enlarged diagrams in the C regions of the tower shown in Fig. 2 e；
Fig. 2 g are the schematic cross-sections that A-A is splitted along tower shown in Fig. 2 d；
Fig. 2 h are main view, side view, vertical view and the axis geodesic structure schematic diagram of the vault of the tower shown in Fig. 2 b.
Fig. 3 is the main structure diagram for the tower that one variant embodiment of the disclosure provides；
Fig. 4 is the dimensional structure diagram for the base station that another embodiment of the disclosure provides.
Reference numeral represents respectively in figure：101- towers；102- antennas；103- is open；104- tower bodies；105- tower seats；
106- transverse slats；201- tower seats；202- tower bodies；203- is open；204- auxiliary support structures；205- support plates；206- vaults；207-
Transverse slat；208- equipment compartments；The top edge of 209- openings；The vertical edge of 210- openings；The lower edge of 211- openings；306- encircles
Top.
Specific embodiment
To make the purpose, technical scheme and advantage of the disclosure clearer, below in conjunction with attached drawing to disclosure embodiment party
Formula is described in further detail.
Those skilled in the art should understand that be：
The tower knot being used in inner containment equipment used in tower in the disclosure, generally referred to as tower type base station
Structure, but not limited to this or applied to the tower structure being used in inner containment equipment of other occasions.In the disclosure
Tower using the installation of upright or near upright, the expression such as so-called upper and lower, height, vertical, level installed with tower after it is straight
Vertical state is as premise.It is located at the top or lower part of certain object described in the disclosure, refers to the first half in the object
Point or the latter half position；Described in the disclosure be located at certain object above or below, refer to be located at the object outside and
The position being correspondingly positioned on or below the object；Made with the state shown in attached drawing forward and backward, left and right described in the disclosure etc.
For for reference or it is direction that those skilled in the art can sense, but orientation is not considered critical, as long as generally conforming to i.e.
It can.Correspondence in the disclosure refers to the correspondence for having on the common cooperation for realizing function or position between corresponding object, this
Field technology personnel can determine corresponding meaning according to scene.
Fig. 2 a are the dimensional structure diagrams of two different visual angles of the tower that one embodiment of the disclosure provides, and Fig. 2 b are these
The decomposition texture schematic diagram of tower, Fig. 2 c are the side structure schematic views of the tower, and Fig. 2 d are the front view structure signals of the tower
Figure.As shown in Fig. 2 a-2c, which includes tower seat 201 and the tower body 202 being fixed on tower seat 201.
Tower seat 201 is used for fixed tower 202, so as to which tower is integrally attached on ground or other planes, such as Fig. 2 a
Shown in 2b, the structure of approximate disk is generally rendered as, is provided with through hole above, for passing through these through holes for fastener
And fixed on ground or other devices.But the tower seat of the disclosure is without being limited thereto, can be any other suitable structure.
In the present embodiment, tower seat 201 and tower body 202 are separately positioned, but in some other embodiments, tower seat also can be with one bodily form of tower body
Into and it is inseparable.
Tower body 202 is rendered as tubular structure, and cross section (not having opening at the cross section respective heights) can be circle,
Or polygon or other suitable shapes.Opening 203 is provided on tower body 202, opening 203 is configured as allowing equipment
It is installed to by it in tower, therefore it is big opening (for the openings such as heat dissipation).The generally strip of opening 203,
It extends a substantial distance in the short transverse of tower body 202, it is also wide enough in the horizontal direction, in order to the disengaging of equipment.
Here permission equipment allows any equipment by and referring to allow those according to being pre-designed needs by being not meant to imply that
Passed through by the equipment of opening.It should be understood that for brevity, the entire infrastructure of tower is not shown, actually in figure
Tower can also upwardly extend, and top structure can be integrally formed or be formed segmental structure with schematic structure, as needed at opening 203
Door is also provided with, this belongs to the scope of the present disclosure.
As shown in Figure 2 c, tower further includes the auxiliary support structure 204 being arranged in tower body.In the present embodiment, aid in
Support construction 204 includes two pieces of support plates 205.In other embodiments, auxiliary support structure 204 can also be included more than two pieces
Support plate 205.It should be understood that the setting of support plate 205 should not influence the installation of equipment, i.e. support plate 205 generally should not
Stop opening 203.The top of two pieces of support plates 205 is provided with vault 206.Vault 206 and two pieces of support plates 205 can be one
It is formed or is connected by suitable connection structure.Such as Fig. 2 b as it can be seen that two pieces of support plates 205 are supported on tower seat 201, with tower seat
201 can be fixedly connected by suitable connection structure, such as are inserted into the groove of the setting of tower seat 201, can also be not fixed connection,
Both situation lower tower sockets 201 are provided which the vertical support to support plate 205.It should be understood that support plate provides vertically
The support in direction, but its not necessarily stringent vertical state, and can be inclination or the micro-bend suitable state of grade.
In some other embodiment, support plate can also be provided inwardly to stretch out in support, such as tower body inner wall by tower body and dashed forward
Go out structure, support plate is by protruding structural support；Or support plate is fixed on tower body, tower body provides vertically due to being fixedly connected
The support in direction.
From the tower sectional view shown in Fig. 2 e and the enlarged drawing shown in Fig. 2 f as it can be seen that opening 203 top edge 209 against
On vault 206, vault 206 provides support for the top edge 209 of opening 203 as a result, and 203 top edge 209 of being open can be with
It transfers the pressure on vault 206, vault 206 transfers the pressure to two pieces of support plates 205, so as to share the upper of opening 203
The pressure born at edge 209.Can be removable connection between the top edge 209 of opening 203 and vault 206, it can also
It is fixed as one by modes such as welding.
In the present embodiment, be open 203 top edge 209 and vault 206 against part can be located at top edge 209
Central area or off-centered region or positioned at multiple discrete regions, can according to the top edge 209 of opening 203 with
Depending on the shape of vault 206.
In the present embodiment, be provided on the tower body 202 of tower it is big to allow equipment by opening 203, by being arranged on
Auxiliary support structure 204 in tower body 202 carries out Auxiliary support, and auxiliary support structure 204 includes being supported on tower seat 201
Two pieces of support plates 205 and the vault 206 set on 204 top of support plate, since the top edge 209 of opening 203 is resisted against arch
On top 206, therefore the 203 tops pressure caused by tower gravity (gravity of overthe openings tower body, antenna and other structures) that is open
Power is just transferred to by vault 206 in support plate 204.
As illustrated in figure 1 c, pipe shaft 104 is mounted on tower seat 105 tower of the prior art, and without auxiliary support structure or
Support plate, 103 top pressure as caused by gravity of opening are all undertaken by pipe shaft 104, portion of the pipe shaft 104 near opening 103
Divide the stress born very big, tower structural strength is caused to decline, is easily deformed and damages.And the present embodiment split shed 203 is upper
Edge 209 is supported by vault 206, forms more stable support construction, and the structural strength of tower has obtained larger promotion.
In some other embodiments, the top edge by opening can not also be needed against vault, but vault is connected
Top edge to the inside of tower body for opening provides support, such as vault is connected to the tower body portion near the top edge of opening
The inside divided, the junction of tower body sections inner side can be located at top, left and right sides and opposite side and other suitable positions of top edge,
The corresponding portion of vault is connected with the junction of tower body sections inner side, as long as a degree of can be provided for the top edge of opening
Support, connection can be realized by modes such as welding.Obviously it is a degree of due to being provided for the top edge of opening at this time
Support, therefore pressure can be also transferred to by vault in support plate, more stable support construction is formed, makes the structure of tower
Intensity gets a promotion.It should be appreciated that in yet other embodiment, when the top edge of opening is arranged against vault,
Vault can also be arranged to be connected to the inside of tower body.
In the present embodiment, two pieces of support plates 205 can be fixedly connected with the inside of tower body 202, this can pass through welding
Or other suitable connection structures are realized.Since support plate 205 is fixedly connected with the inside of tower body 202, support plate 205 and tower body
202 are connected, therefore tower body 202 is more firm.
Specifically, in the present embodiment, referring to tower sectional view as shown in Figure 2 g, two of every piece of support plate 205
The inside that edge can be respectively with tower body 202 vertically is fixedly connected, such as is realized with welding manner.In this way, every piece of support plate 205
Closed cavity is formd with the part on corresponding tower body 202, the cross section of cavity is similar to triangle, this improves tower
Support strength and integral rigidity.
In the prior art, as illustrated in figure 1 c, tower body all forms right angle in the marginal portion of the upper and lower part of opening 103,
Right angle can be subject to the stress than its elsewhere bigger, it is easy to form stress concentration and structural strength at this is made to decline and damage.
The present embodiment for the prior art it is such the defects of be made that improvement, as shown in Figure 2 b, be open 203 top edge
209 seamlessly transit structure with the formation of the transition position at vertical edge 210, i.e. transition position is rendered as the cambered surface of no corner angle, thus not
Stress concentration point can occur in transition position, avoid tower in the prior art and stress collection is caused using right angle in upper opening portion
In, the problem of easily leading to malformation and damage.In the disclosure, transition position refers generally to two adjacent entities near adjoiner
Surface region.
In the present embodiment, as shown in Figure 2 b, 203 lower edge 211 of being open can also be with the transition position shape at vertical edge 210
Into seamlessly transitting structure.In this way, due to the transition position of the lower edge 211 in opening 203 and vertical edge 210 employ it is smoothed
Cross structure, thus also avoid in the prior art tower lower opening portion using right angle and cause stress concentration, easily lead to structure change
The problem of shape and damage.
It should be understood that in the disclosure, the edge of opening is generally referred to as adjacent with opening on tower body and limits opening
Region between inner wall and outer wall, the vertical edge of opening generally referred to as mainly vertical direction extension (but be not excluded for its
Horizontal direction also has a degree of variation) opening edge portion, marginal portion above vertical edge is top edge,
Marginal portion below vertical edge is lower edge.
As shown in fig. 2h, the vault 203 in the present embodiment can be skene arch top, i.e., the projection in front view is rendered as
Arc-shaped, it should be understood that in the disclosure, the front view projection of circular arc vault 203 is not limited to arc-shaped, it is also possible to present
For other suitable arc shapeds, this is all in the scope of the present disclosure.At this point, the top edge 209 of opening 203 is pasted with vault 206
It closes, i.e., vault 206 and the top edge of opening 203 209 are fitted closely since profile is corresponding, and pressure is dispersedly transferred to vault
On 206, relatively uniformly, the support construction of vault 206 is optimized, prevent that local pressure is excessive and causes vault 206 impaired.
Referring to Fig. 2 e and 2f, the front end of vault 206 exceeds the top edge 209 of opening 203 to tower outside direction, in this way,
The top edge 209 of opening 203 against place further from the end edge of vault 206, thus vault 206 is to the top of opening 203
The support of edge 209 is more secured.
It is also shown from Fig. 2 e and 2f in the present embodiment, 206 highest point of vault can be wider, and is connected it with support plate 205
Place can be relatively narrow, this again may be by seamlessly transitting structure progress transition, avoid the occurrence of stress concentration point, prevent vault support knot
Structure deforms and damage.
As shown in figures 2 a and 2b, tower further includes multiple transverse slats 207, and multiple transverse slats 207 are horizontally fixed on two pieces respectively
Between support plate 205, in the vertical direction successively at intervals.Support plate 205 can set suitable connection structure
To fix transverse slat 207.Distance can be set according to respective actual needs, and need not be equal to each other, so as to form various height
Equipment compartment 208, for disposing corresponding equipment.It, can be in this way, transverse slat has been separated out multiple equipment cabin 208 vertically in tower
Various equipment are stored, while transverse slat 207 also improves the structural strength of auxiliary support structure 204 and tower.Horizontal stroke in the disclosure
Plate plate face generally referred to as after tower is uprightly installed is in horizontal or substantially horizontal platy structure, but is not intended to limit it
Plate face is in abswolute level and smooth state.As shown in Figure 1 b, multiple transverse slats 106 are set directly at tower body to the tower of the prior art
In 104, since 104 size of tower body is fixed, for the disclosure fixes transverse slat 106 between support plate 205, in setting not
It is enough flexible.
In the present embodiment, also the branch upwardly extended can be provided on the transverse slat in the top in polylith transverse slat 207
Support member (not shown), supports support vault 206.Due to there is the support of supporting item, the support construction of vault 206 will more
It is reliable and stable, also ensure the structural strength of tower.
In the present embodiment, at the maximum horizontal extent of opening 203, the cross section of tower body 202 is due to the presence of opening 203
And at least 1/3rd perimeter can be lacked, such as can reach 40%.Opening 203 in tower is sufficiently large, can allow bigger ruler
Very little equipment is installed in tower, while after the auxiliary support structure 204 of the disclosure is employed, even if the opening in tower
The 203 big structural strengths that also can guarantee tower.It is to be understood that opening width can be set according to actual needs, even if opening phase
To relatively narrow, similarly belong to the scope of the present disclosure.
A kind of tower is additionally provided in one variant embodiment of the disclosure, as shown in figure 3, the pipe of the tower and previous embodiment
The basic structure of tower is identical, the difference is that, vault 306 employs the setting of multiple flat parts, and there is no use circular arc
The setting of vault, vault include three flat parts (three straightways are rendered as in Fig. 3) abutted successively, wherein adjacent is flat
Angle formed by plate portion is obtuse angle.It should be understood that flat part can be more than three.In this way, vault 306 can be by one
Block plate is bent and is molded several times, is simple to manufacture, meanwhile, it, will not be in corner portion for obtuse angle is compared to right angle and acute angle
Bring excessive stress.
It should be understood that in yet other embodiment, vault can also only there are one flat part, the top edges of opening
It is directly abutted on a horizontal cross-section, thus with flat part；Alternatively, vault or hyperbolic structure or other are suitable
Construction.This equally belongs to the scope of the present disclosure.
Fig. 4 shows the base station that another embodiment of the disclosure provides, including 401 He of tower provided in above example
The antenna 402 being arranged on tower 401.It should be appreciated by those skilled in the art that as base station, although being not shown in figure,
But supply line, signal line and function device are also provided in tower 401.
In the present embodiment, since the base station employs the tower of first aspect, it is provided on the tower body of tower big to permission
Equipment by opening, Auxiliary support is carried out by the auxiliary support structure being arranged in tower body, auxiliary support structure includes
The vault that at least two pieces of support plates being fixed on tower seat and support plate top are set, since the top edge of opening is resisted against vault
Upper and/or vault is connected to the inside of tower body and the top edge for opening provides support, therefore overthe openings are led by tower gravity
The pressure of cause is just transferred to by vault in support plate.In the prior art the tower body pressure of overthe openings by opening both sides near
Tower body part undertakes, and stress concentration causes tower structural strength to decline, and is easily deformed and damages, and the present embodiment split shed top
Edge is supported by vault, forms more stable support construction, and the structural strength of tower and base station has obtained larger promotion.Together
When, in each feature during tower has above example, it is above-mentioned which also there is above-mentioned each feature correspondence to bring
Various advantages.
The foregoing is merely the alternative embodiment of the disclosure, not to limit the disclosure, all spirit in the disclosure and
Within principle, any modifications, equivalent replacements and improvements are made should be included within the protection domain of the disclosure.
Claims (11)
1. a kind of tower, which is characterized in that the tower includes tower seat and the tower body that is fixed on the tower seat, on the tower body
Opening is provided with, the opening is configured as that equipment is allowed to be installed in the tower by it；The tower further includes setting
Auxiliary support structure in the tower body, the auxiliary support structure include being supported on the tower seat or being supported on the tower
At least two pieces of support plates with it, the tops of at least two pieces support plates are provided with vault, the top edge of the opening against
On the vault and/or the vault is connected to the inside of the tower body and the top edge for the opening provides support.
2. tower according to claim 1, which is characterized in that at least two pieces of support plates and the inside of the tower body are consolidated
Fixed connection.
3. tower according to claim 2, which is characterized in that the vertical side of two of every piece of support plate respectively with institute
It states and is fixedly connected on the inside of tower body.
4. tower according to claim 1, which is characterized in that the transition position at the top edge of the opening and vertical edge,
The transition position and the vault at the lower edge of the opening and vertical edge at least one in the transition position of the support plate
Formation seamlessly transits structure.
5. tower according to claim 1, which is characterized in that the vault be circular arc vault, the top edge of the opening
It is bonded with the vault.
6. tower according to claim 1, which is characterized in that the vault includes multiple flat parts abutted successively,
In angle formed by the adjacent flat part be obtuse angle.
7. tower according to claim 1, which is characterized in that the front end of the vault exceeds to the tower outside direction
The top edge of the opening.
8. tower according to claim 1, which is characterized in that the tower further includes at least two pieces of transverse slats, it is described at least
Two pieces of transverse slats are horizontally fixed on respectively between at least two pieces of support plates, and adjacent transverse slat is at vertical direction interval certain
Distance.
9. tower according to claim 8, which is characterized in that at least two pieces of transverse slats on the transverse slat in the top
It is provided with the supporting item upwardly extended, vault described in the supports support.
10. according to the tower described in claim 1-9 any of which items, which is characterized in that wide in the maximum horizontal of the opening
At degree, the cross section of the tower body lacks at least 1/3rd perimeter due to the opening.
11. a kind of base station, including the tower described in claim 1-10 any of which items and the day being arranged on the tower
Line.
Priority Applications (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720511089.7U CN207453609U (en) | 2017-05-10 | 2017-05-10 | Tower and base station |
| BR202017027495-6U BR202017027495Y1 (en) | 2017-05-10 | 2017-12-19 | TUBE TOWER AND BASE STATION |
| CONC2018/0000144U CO2018000144U1 (en) | 2017-05-10 | 2018-01-09 | Tube tower and base station |
| CL2018000304U CL2018000304U1 (en) | 2017-05-10 | 2018-02-02 | Tube tower and base station |
| ARM180100251U AR117380A4 (en) | 2017-05-10 | 2018-02-02 | TUBE TOWER |
| PCT/CN2018/086062 WO2018205939A1 (en) | 2017-05-10 | 2018-05-08 | Tube tower and base station |
| AU2018264323A AU2018264323B2 (en) | 2017-05-10 | 2018-05-08 | Tube tower and base station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720511089.7U CN207453609U (en) | 2017-05-10 | 2017-05-10 | Tower and base station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207453609U true CN207453609U (en) | 2018-06-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720511089.7U Active CN207453609U (en) | 2017-05-10 | 2017-05-10 | Tower and base station |
Country Status (6)
| Country | Link |
|---|---|
| CN (1) | CN207453609U (en) |
| AR (1) | AR117380A4 (en) |
| AU (1) | AU2018264323B2 (en) |
| CL (1) | CL2018000304U1 (en) |
| CO (1) | CO2018000144U1 (en) |
| WO (1) | WO2018205939A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021207583A1 (en) * | 2020-04-10 | 2021-10-14 | Commscope Technologies Llc | Improved module for a cellular communications monopole |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1579965A (en) * | 1924-12-27 | 1926-04-06 | Frederick William Herbert Whea | Pole for carrying electric cables, telegraph and telephone wires, and other purposes |
| CA2391548C (en) * | 2002-06-25 | 2006-04-11 | Sky Cast, Inc. | Multifunction utility pole |
| US7490964B2 (en) * | 2002-10-09 | 2009-02-17 | Genlyte Thomas Group Llc | Modular pole system for a light fixture |
| JP4069064B2 (en) * | 2003-12-01 | 2008-03-26 | エヌ・ティ・ティ・インフラネット株式会社 | Steel tube column reinforcing method and reinforcing material placement aid |
| US8555563B1 (en) * | 2008-05-13 | 2013-10-15 | Thomas K. Wong | Pole installation system |
| US8624793B2 (en) * | 2009-09-14 | 2014-01-07 | Towerco Staffing, Inc. | Methods of modifying erect concealed antenna towers and associated modified towers and devices therefor |
| CN202095107U (en) * | 2011-06-28 | 2011-12-28 | 华为技术有限公司 | Integrated base station supporting structure and base station |
| CN205502697U (en) * | 2015-11-09 | 2016-08-24 | 广东晖速通信技术股份有限公司 | Embedded single -pipe tower communication base station mounting bracket of split |
| CN205195984U (en) * | 2015-11-09 | 2016-04-27 | 广东晖速通信技术股份有限公司 | Single -pipe tower communication base station mounting bracket with lining pipe in strenghthened type |
-
2017
- 2017-05-10 CN CN201720511089.7U patent/CN207453609U/en active Active
-
2018
- 2018-01-09 CO CONC2018/0000144U patent/CO2018000144U1/en unknown
- 2018-02-02 CL CL2018000304U patent/CL2018000304U1/en unknown
- 2018-02-02 AR ARM180100251U patent/AR117380A4/en active IP Right Grant
- 2018-05-08 AU AU2018264323A patent/AU2018264323B2/en active Active
- 2018-05-08 WO PCT/CN2018/086062 patent/WO2018205939A1/en active Application Filing
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021207583A1 (en) * | 2020-04-10 | 2021-10-14 | Commscope Technologies Llc | Improved module for a cellular communications monopole |
| US11688925B2 (en) | 2020-04-10 | 2023-06-27 | Commscope Technologies Llc | Module for a cellular communications monopole |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2018264323B2 (en) | 2019-07-18 |
| WO2018205939A1 (en) | 2018-11-15 |
| BR202017027495U2 (en) | 2018-12-04 |
| AU2018264323A1 (en) | 2018-12-13 |
| CO2018000144U1 (en) | 2019-01-18 |
| CL2018000304U1 (en) | 2018-05-04 |
| AR117380A4 (en) | 2021-08-04 |
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