CN205894833U - Box -like base of matrix system of communication tower - Google Patents
Box -like base of matrix system of communication tower Download PDFInfo
- Publication number
- CN205894833U CN205894833U CN201520782450.0U CN201520782450U CN205894833U CN 205894833 U CN205894833 U CN 205894833U CN 201520782450 U CN201520782450 U CN 201520782450U CN 205894833 U CN205894833 U CN 205894833U
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- Prior art keywords
- base unit
- hole
- main basal
- cross
- longitudinal direction
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- 238000004891 communication Methods 0.000 title claims abstract description 34
- 239000011159 matrix material Substances 0.000 title claims abstract description 18
- 238000009826 distribution Methods 0.000 claims abstract description 9
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 17
- 239000002184 metal Substances 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 6
- 239000000565 sealant Substances 0.000 claims description 6
- 239000002002 slurry Substances 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 239000000725 suspension Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 8
- 239000004567 concrete Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to a box -like base of matrix system of communication tower, including a main base unit and a plurality of pairs of base units, main base unit and vice base unit be the cube that the shape is the same, and a plurality of pairs of base units use main base unit as the center, and the successive layer outwards splices the base body of personally submitting the rectangle on the formation, the base body horizontal with vertically all be equipped with a plurality of logical long bolts that run through each vice base unit and main base unit, the both ends of logical long bolt utilize gasket and nut to lock, a plurality of vertical settings of fixedly connected with and with circumference array distribution's crab -bolt on the horizontal plane on the main base unit, the crab -bolt on the lower extreme all be connected with the nut, each crab -bolt cooperation the nut is connected on one or two circular or annular anchor slabs, the anchor slab is fixed on main base unit. The utility model discloses hoist and mount are convenient with the transport, and can splice into suitable size according to the actual demand.
Description
Technical field
The utility model is related to communication tower field, the matrix Combined type base of more particularly, to a kind of communication tower.
Background technology
Setting up communication tower, needing to build pedestal in the lower section of tower body, communication tower is fixed on pedestal.Existing communication
The pedestal of tower typically adopts concrete cast in situs in the position building communication tower, and the pedestal at the place of pouring is that an entirety cannot
Dismounting, when communication tower tower body needs to change position, the pedestal pouring one can only be discarded in original place it is impossible to move change bit
Put, not only can not dismantle movement, and because concrete coagulation needs the long period, make the installation period of communication tower longer；?
Some pedestals are directly transported to installation site after pouring in advance, but the height of the communication tower installed as needed is different, lead to
The volume of pedestal of letter tower and weight are also different, and larger pedestal carrying is more difficult.
Utility model content
The purpose of this utility model is, for the deficiencies in the prior art, provides a kind of easy construction, easy to disassemble, energy
It is assembled into the matrix Combined type base of the communication tower of different size as needed.
In order to realize object above, the utility model employs a kind of technical scheme below: the matrix combined type of communication tower
Pedestal, including a main basal base unit and some pair base units, main basal base unit and secondary base unit are tied for armored concrete
Structure, described main basal base unit and secondary base unit are shape identical cube, and some pair base units with main basal base unit are
Center, is successively outwards spliced to form the rectangular base body in upper surface, if the horizontal and vertical of described base body is equipped with
The dry elongated screw rod running through each pair base unit and main basal base unit, the two ends of elongated screw rod utilize pad and nut check；Institute
State and multiple being vertically arranged and in the horizontal plane with the crab-bolts of circumference array distribution, described anchor is fixedly connected with main basal base unit
Bolt upper and lower side is respectively connected with nut, and each crab-bolt coordinates described nut to be connected on one or two circular or annular anchor slab,
Described anchor slab is fixed on main basal base unit.Because the size of the pedestal of communication tower is relevant with the height of communication tower, this practicality is new
Type can be spliced into suitable size by a main basal base unit and some pair base units according to demand, and main basal base unit is made
For the connecting seat of communication tower, the weight of main basal base unit is very big, and in splicing, main basal base unit is always positioned at centre position, spells
The base body being connected into has enough weight and stability, and base body is placed directly within level land can be it is not necessary to be buried
Enter underground also without other counterweights, easy to use, can reuse.Main basal base unit and secondary base unit are armored concrete
Structure and be shape identical cube, it is convenient to manufacture, easy to assembly.Above-mentioned reinforced concrete structure refers to mixed
The structure adding reinforcing bar bar-mat reinforcement, steel plate or fiber casting to be formed in solidifying soil, has preferable bearing capacity and preferable stress
Energy.One or two circular or annular anchor slab is arranged on main basal base unit be used as positioning, conveniently with circumference array distribution
The installation of crab-bolt.The secondary base unit of one main basal base unit and suitable number is placed in behind suitable position, using laterally and
Main basal base unit and secondary base unit are spliced into an entirety by longitudinal elongated screw rod, improve solid in base body horizontal direction
Fixed firmness, being locked it is ensured that being completely embedded to the end of elongated screw rod using pad and nut screw connection, increasing the service life.
Preferably, secondary base unit is provided with the of at least one high-order first longitudinal direction through hole and at least one low level
One cross through hole, described first longitudinal direction through hole and the first cross through hole are all parallel with the upper surface of secondary base unit；Main basal base list
Unit is provided with second cross through hole of at least one high-order second longitudinal direction through hole and at least one low level, and described second longitudinal direction is led to
Hole is all parallel with the upper surface of secondary base unit with the second cross through hole；The structure of described first longitudinal direction through hole is led to second longitudinal direction
The structure in hole is identical, and the structure of described first cross through hole is identical with the structure of the second cross through hole, main basal base unit and secondary base
After seat unit spliced becomes Base body, first longitudinal direction through hole is overlapped with the aperture of the second longitudinal direction through hole of same column, and first laterally leads to
The aperture of second cross through hole of Kong Yutong row overlaps, and elongated screw rod is through in first longitudinal direction through hole and second longitudinal direction through hole
Portion, or the inside of the first cross through hole and the second cross through hole.Limit installation within base body for the elongated screw rod further
Mode, makes elongated screw rod run through base body, and two to usual screw rod from the cross through hole of high-order longitudinal hole or low level
End is locked, and elongated screw rod forms the net that is connected in base body, secondary base unit and the secondary pedestal to mutual splicing
Unit or secondary base unit are fixed with main basal base unit.Have between first, second longitudinal hole and first, second cross through hole
There is difference in height, the elongated screw rod penetrating from high-order through hole will not be inconsistent with the elongated screw rod penetrating from low level through hole.
Preferably, being connected with suspension ring in two of which crab-bolt on main basal base unit.Suspension ring are arranged on arbitrary two
In crab-bolt, it is preferably provided in two crab-bolts on the same diameter line on the circumference at crab-bolt place, conveniently to main basal base unit
Lifted.
Preferably, main basal base unit at corner in be embedded with the support tube vertically running through main basal base unit.Main basal base
Unit is reinforced concrete structure, and the overall structure of main basal base unit reinforced further by four steel pipes being vertically arranged of setting.
Preferably, secondary base unit is provided with four holes for hoist, lifting in the hole setting metal connecting piece.Setting hole for hoist
Convenient secondary base unit is lifted is carried, and metal connecting piece is used for fixing hoist cable, and metal connecting piece can be internally to arrange spiral shell
Line, arranges buckling device by the fixing hoist cable of expansion bolt or metal connecting piece, snaps connection etc. other with hoist cable
Mode.
Preferably, adjacent secondary base unit, between splicing gap pass through cement slurry or fluid sealant filling, secondary base
Cement slurry or fluid sealant filling are passed through in splicing gap between seat unit and main basal base unit.To splicing sealing gap,
Make the base body being spliced to form keep globality, prevent the later stage from ftractureing.
Preferably, the length of main basal base unit and secondary base unit and width are 1500mm, main basal base unit and secondary pedestal
A height of 800mm of unit, each secondary base unit is provided with the first longitudinal direction through hole that two row two arrange totally four rectangular distributions, its
In, away from secondary base unit lower surface 250mm, up first longitudinal direction through hole is away from secondary base unit lower surface for descending first longitudinal direction through hole
650mm；Each secondary base unit is provided with the first cross through hole that two row two arrange totally four rectangular distributions, wherein, descending
, away from secondary base unit lower surface 200mm, up first cross through hole is away from secondary base unit lower surface 600mm for one cross through hole；Main
The setting of the second longitudinal direction through hole on base unit is identical with the setting of the first longitudinal direction through hole on secondary base unit, main basal base list
The setting of the second cross through hole in unit is identical with the setting of the first cross through hole on secondary base unit.To main basal base unit and
The concrete size of secondary base unit limits, and makes main basal base unit and secondary base unit have suitable volume, easy construction.On
State setting to first longitudinal direction through hole, the first cross through hole, second longitudinal direction through hole, the quantity of the second cross through hole and installation site
Put, make elongated screw rod easy for installation, and base body closely can be connected.Four the first cross through hole and four first are laterally led to
Hole respectively constitutes rectangle, and the both sides up and down of two rectangles are parallel with the upper surface of secondary base unit respectively, make to wear in base body
Cross the first cross through hole and the second cross through hole in the vertical direction is crisscross arranged.
Preferably, the cross section of the horizontal direction of main basal base unit is square, the horizontal direction of secondary base unit
Cross section is square.The upper surface combining the Base body being formed by main basal base unit and secondary base unit is square, base
The overall enabling capabilities of seat main body and stability are higher.
As known from the above, the beneficial effect of the utility model relatively prior art is: base body is by a main basal base
Unit and some pair base units are spliced to form, and conveniently lift and carry, the more aobvious advantage of especially relatively large communication tower；Splicing
The base body being formed has enough weight, can achieve the stable installation of communication tower it is not necessary to other counterweight using deadweight.
Brief description
Fig. 1 is the utility model structural representation；
Fig. 2 is for a-a in Fig. 1 to schematic diagram；
Fig. 3 is for b-b in Fig. 1 to schematic diagram；
Fig. 4 is the utility model horizontal direction generalized section；
The top view of base unit based on Fig. 5；
The vertical direction generalized section of base unit based on Fig. 6；
Fig. 7 is for the c-c in Fig. 6 to generalized section.
Specific embodiment
The 3*3(being spliced to form with the secondary base units of 1 main basal base unit matching 8 below is included 3 row 3 and arranges) matrix group
As a example box-like pedestal, in conjunction with accompanying drawing, the utility model is further described.
A kind of matrix Combined type base of the communication tower as shown in Fig. 1～7, including 1 main basal base unit 1 and some pair bases
Seat unit 2, secondary base unit 2 is respectively the cube of 1500mm, 1500mm, 800mm for length, secondary base unit 2
The cross section of horizontal direction is square, and the shape of main basal base unit 1 is identical with the shape of secondary base unit 2.
It is horizontal with the first of at least one low level that secondary base unit 2 is provided with least one high-order first longitudinal direction through hole 21
Through hole 22, first longitudinal direction through hole 21 and the first cross through hole 22 are all parallel with the upper surface of secondary base unit 2, and high-order first is vertical
Arrange to the first cross through hole 22 of through hole 21 and low level in secondary base unit 2 alternate internal.Main basal base unit 1 is provided with least
One high-order second longitudinal direction through hole and the second cross through hole of at least one low level, described second longitudinal direction through hole and second horizontal
Through hole is all parallel with the upper surface of main basal base unit 1；The structure of described first longitudinal direction through hole 21 and the structure of second longitudinal direction through hole
Identical, the structure of described first cross through hole 22 is identical with the structure of the second cross through hole, main basal base unit 1 and secondary base unit
After 2 are spliced into Base body, first longitudinal direction through hole 21 is overlapped with the aperture of the second longitudinal direction through hole of same column, the first cross through hole 22
Overlap with the aperture of the second cross through hole with row.As shown in figure 3, each secondary base unit 2 is provided with two row in the present embodiment
Four first longitudinal direction through holes 21 of the two rectangular arrangements of row, two sides up and down of rectangle are parallel with the upper surface of secondary base unit 2,
Wherein, descending descending first longitudinal direction through hole 21 is away from secondary base unit 2 lower surface 250mm, and up first longitudinal direction through hole 21 is away from pair
Base unit 2 lower surface 650mm.As shown in Fig. 2 each secondary base unit 2 is provided with four that two row two arrange rectangular arrangement
First cross through hole 22, two sides up and down of rectangle are parallel with the upper surface of secondary base unit 2, and wherein, descending first laterally leads to
Hole 22 away from secondary base unit 2 lower surface 200mm, up first cross through hole 22 away from secondary base unit 2 lower surface 600mm, first
Longitudinal hole 21 is crisscross arranged with the first cross through hole 22 in the vertical direction.Second longitudinal direction through hole on main basal base unit 1
Setting of identical with the setting of the first longitudinal direction through hole 21 on secondary base unit, the second cross through hole on main basal base unit 1 is set
Put identical with the setting of the first cross through hole 22 on secondary base unit 2.
When splicing base body, the height according to communication tower selects the secondary base unit 2 of suitable number, with U.S. of 35m
As a example changing single-pipe tower, from 1 main basal base unit 1 main basal base and 8 secondary base unit 2 splicing Base body.Main basal base unit 1
Positioned at center, 8 secondary base units 2 are located at main engine bed unit 1 surrounding, form the matrix structure of 3*3, wherein adjacent secondary pedestal
It is affixed two-by-two between unit 2 and secondary base unit 2 or between secondary base unit 2 and main basal base unit 1.Will using elongated screw rod 3
Main basal base unit 1 after splicing and secondary base unit 2 are fixed, and elongated screw rod 3 are sequentially passed through the secondary base of longitudinal arrangement
In the seat first longitudinal direction through hole 21 of unit 2 and the second longitudinal direction through hole of main basal base unit 1, and the two ends clamping by elongated screw rod 3
Fixing.Again remaining elongated screw rod 3 is sequentially passed through the first cross through hole 22 and the main basal base of transversely arranged secondary base unit 2
In second cross through hole of unit 1, and the two ends of elongated screw rod 3 are fixedly clamped.First longitudinal direction through hole, second longitudinal direction through hole with
Between the first cross through hole, the second cross through hole, there is difference in height, the elongated screw rod penetrating from high-order through hole will not lead to from low level
The elongated screw rod that hole penetrates is inconsistent.As shown in figure 4, elongated screw rod 3 is internally formed, in base body, the grid being crisscross arranged, right
The main basal base unit 1 of splicing and secondary base unit 2 are clamped fixing, and strengthen the firmness of the base body being spliced to form.
The two ends of elongated screw rod 3 adopt nut and pad cooperation to fix, in secondary base unit 2 side first longitudinal direction through hole 21
It is provided with the groove 23 caving inward, wherein the height phase of the height of pad and groove 23 at setting with the first cross through hole 22
Join, when fastening elongated screw rod 3, first pad worn elongated screw rod 3 end, be placed in groove 23, then fixed with nut screwing clamping,
Can guarantee that the firmness that base body connects.Using base body after fixing for the elongated screw rod 3, adjacent secondary base unit 2 it
Between splicing gap pass through cement slurry or fluid sealant filling, the splicing gap between secondary base unit 2 and main basal base unit 1 lead to
Cross cement slurry or fluid sealant filling, to splicing sealing gap, make the base body being spliced to form keep globality, prevent
Later stage ftractures.
Main basal base unit 1 and secondary base unit 2 are all poured using reinforced concrete structure and are formed, as shown in figure 1, secondary pedestal
The upper surface of unit 2 is provided with four holes for hoist 24, is provided with metal connecting piece in hole for hoist 24, and metal connecting piece is used for fixation and hangs
Rope, metal connecting piece can be internally threaded, and sets by the fixing hoist cable of expansion bolt or metal connecting piece
Put buckling device, the other modes such as snap connection with hoist cable.When needing the secondary base unit of carrying, hoist cable is fixed on hole for hoist 24
In to facilitate to the lifting of secondary base unit 2 carrying.
As shown in Fig. 5～7, the upper surface of main basal base unit 1 and lower surface are respectively equipped with annular anchor slab 4, two annular anchors
The shape of plate 4 is identical, its their center of circle be located at same vertical curve on, annular anchor slab 4 is used for positioning, multiple be vertically arranged and
It is fixed on annular anchor slab 4 with the crab-bolt 5 of circumference array distribution on horizontal plane, the length of the crab-bolt 5 selected in the present embodiment is
1100mm, the upper end of crab-bolt 5 is down provided with screw thread in the range of 300mm, and the lower end of crab-bolt 5 is up provided with the range of 150mm
Screw thread, the upper and lower ends of crab-bolt 5 are connected with nut 6, and each crab-bolt 5 attaching nut 6 is connected on anchor slab 4.Main basal base unit 1 sets
Put crab-bolt 5 for connection communication tower, circumferentially array arranges the installation facilitating communication tower to crab-bolt 5.In two crab-bolts 5 wherein
It is connected with suspension ring, be preferably provided in two crab-bolts 5 on the same diameter line on the circumference at crab-bolt 5 place, conveniently to main base
Seat unit 1 is lifted.Main basal base unit 1 at corner in be embedded with the support tube 7 vertically running through main basal base unit 1.Main base
Seat unit 1 is reinforced concrete structure, and support tube 7 is steel pipe, and main basal base reinforced further by four steel pipes being vertically arranged of setting
The overall structure of unit 1.
The matrix Combined type base of the communication tower of said structure, is spliced to form by main basal base unit 1 and secondary base unit 2
Base body, the height of the communication tower that can install according to actual needs is spliced into the pedestal of suitable size, to main basal base unit 1 He
The transport of secondary base unit 2 and hoisting process become convenient, the more aobvious advantage of especially relatively large communication tower.
Claims (8)
1. a kind of matrix Combined type base of communication tower is it is characterised in that include a main basal base unit and some pair pedestal lists
Unit, main basal base unit and secondary base unit are reinforced concrete structure, and described main basal base unit and secondary base unit are shape phase
Same cube, some pair base units, centered on main basal base unit, are successively outwards spliced to form the rectangular base in upper surface
Seat body, the horizontal and vertical of described base body is equipped with some elongated spiral shells running through each pair base unit and main basal base unit
Bar, the two ends of elongated screw rod utilize pad and nut check；Be fixedly connected with described main basal base unit multiple be vertically arranged and
In the horizontal plane with the crab-bolt of circumference array distribution, described crab-bolt upper and lower side is respectively connected with nut, and the cooperation of each crab-bolt is described
Nut is connected on one or two circular or annular anchor slab, and described anchor slab is fixed on main basal base unit.
2. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that set on secondary base unit
There are first cross through hole of at least one high-order first longitudinal direction through hole and at least one low level, described first longitudinal direction through hole and
One cross through hole is all parallel with the upper surface of secondary base unit；Main basal base unit is provided with least one high-order second longitudinal direction and leads to
Second cross through hole of hole and at least one low level, described second longitudinal direction through hole and the second cross through hole all with pair base unit
Upper surface is parallel；The structure of described first longitudinal direction through hole is identical with the structure of second longitudinal direction through hole, described first cross through hole
Structure is identical with the structure of the second cross through hole, after main basal base unit is spliced into Base body with secondary base unit, first longitudinal direction
Through hole is overlapped with the aperture of the second longitudinal direction through hole of same column, and the first cross through hole is heavy with the aperture of the second cross through hole with row
Close, elongated screw rod is through the inside of first longitudinal direction through hole and second longitudinal direction through hole, or the first cross through hole and second laterally leads to
The inside in hole.
3. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that on main basal base unit
It is connected with suspension ring in two of which crab-bolt.
4. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that main basal base unit is close
It is embedded with the support tube vertically running through main basal base unit at corner.
5. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that set on secondary base unit
There are four holes for hoist, lifting in the hole is provided with metal connecting piece.
6. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that adjacent secondary pedestal list
Unit, between splicing gap pass through cement slurry or fluid sealant filling, the splicing seams between secondary base unit and main basal base unit
Gap passes through cement slurry or fluid sealant filling.
7. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that main basal base unit and pair
The length of base unit and width are 1500mm, and a height of 800mm of main basal base unit and secondary base unit, on each secondary base unit
It is provided with the first longitudinal direction through hole that two row two arrange totally four rectangular distributions, wherein, descending first longitudinal direction through hole is away from secondary base unit
Lower surface 250mm, up first longitudinal direction through hole is away from secondary base unit lower surface 650mm；Each secondary base unit is provided with two row
Two the first cross through hole arranging totally four rectangular distributions, wherein, descending first cross through hole is away from secondary base unit lower surface
200mm, up first cross through hole is away from secondary base unit lower surface 600mm；The setting of second longitudinal direction through hole on main basal base unit
Put identical with the setting of the first longitudinal direction through hole on secondary base unit, the setting of the second cross through hole on main basal base unit with secondary
The setting of the first cross through hole on base unit is identical.
8. a kind of matrix Combined type base of communication tower according to claim 1 is it is characterised in that the water of main basal base unit
Square to cross section be square, the cross section of the horizontal direction of secondary base unit is square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520782450.0U CN205894833U (en) | 2015-10-10 | 2015-10-10 | Box -like base of matrix system of communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520782450.0U CN205894833U (en) | 2015-10-10 | 2015-10-10 | Box -like base of matrix system of communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894833U true CN205894833U (en) | 2017-01-18 |
Family
ID=57764674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520782450.0U Expired - Fee Related CN205894833U (en) | 2015-10-10 | 2015-10-10 | Box -like base of matrix system of communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894833U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075247A (en) * | 2019-12-22 | 2020-04-28 | 嘉兴勤慎智能技术有限公司 | 5G signal base station that can assemble fast |
-
2015
- 2015-10-10 CN CN201520782450.0U patent/CN205894833U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075247A (en) * | 2019-12-22 | 2020-04-28 | 嘉兴勤慎智能技术有限公司 | 5G signal base station that can assemble fast |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 314515 Gaoqiao Street Industrial Zone, Tongxiang City, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Juyi Steel Co.,Ltd. Address before: Takahashi Tongxiang City Industrial Zone Jiaxing city Zhejiang province 314515 Zhejiang masters of Steel Industry Co. Ltd. Patentee before: Zhejiang Jujiang Steel Industrial Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |