CN203285092U - Integrated base station - Google Patents
Integrated base station Download PDFInfo
- Publication number
- CN203285092U CN203285092U CN2013203137327U CN201320313732U CN203285092U CN 203285092 U CN203285092 U CN 203285092U CN 2013203137327 U CN2013203137327 U CN 2013203137327U CN 201320313732 U CN201320313732 U CN 201320313732U CN 203285092 U CN203285092 U CN 203285092U
- Authority
- CN
- China
- Prior art keywords
- tower body
- base station
- base
- tower
- base beam
- Prior art date
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Support Of Aerials (AREA)
Abstract
The utility model relates to communication equipment, in particular to an integrated base station. The integrated base station comprises a plurality of longitudinal cement counter weights, two transverse base station and tower body base beams, foot-type inclined supporting base beams, a base station body, a longitudinal tower body base beam, a tower base and a tower body, wherein the two transverse base station and tower body base beams are horizontally connected to the cement counter weight in an overlapping mode, the foot-type inclined supporting base beams are horizontally connected to the cement counter weights in an overlapping mode and arranged on the outer sides of the two transverse base station and tower body base beams, the base station body is arranged on one side of the transverse base station and tower body base beams, the longitudinal tower body base beam is arranged on the other side of the transverse base station and tower body base beams, the tower base is arranged on the longitudinal tower body base beam, and the tower body is arranged on the tower base and connected with the foot-type inclined supporting base beams through foot-type inclined supports. Due to the fact that the tower body and a base are connected in the counter weight mode of the longitudinal cement counter weights and the tower body is connected with the foot-type inclined supporting base beams through the foot-type inclined supports, the anti-dumping effect is achieved through self weight of the counter weights, a concrete foundation is not needed, and the integrated base station is fast in construction, saves cost and is convenient to move. Due to the fact that the base station body and the base are integrally connected, the integrated base station is convenient to use and operate.
Description
Technical field
The utility model relates to a kind of communication apparatus, relates in particular to a kind of integral type base station.
Background technology
Integrated base station is the visual plant of the communications field, and it generally comprises a base station and a communication tower, and present integrated base station generally adopts the basis of concrete as integrated base station, and this way construction and excavation amount is large, and cost is high and can not move.
The utility model content
Technical problem to be solved in the utility model is to overcome the deficiencies in the prior art, and a kind of quick construction is provided, and cost is low, is convenient to the mobile antenna integrated base station of radix.
The utility model is to be achieved by the following technical programs:
A kind of integral type base station, comprise the vertical cement counterweight of several piece, level is overlapped on two foundation stations and the tower body transverse base beam on the cement counterweight, level is overlapped on the cement counterweight, and be arranged on the pin type bearing diagonal base beam in two foundation stations and the tower body transverse base beam outside, be arranged on the base station of a side on base station and tower body transverse base beam, be arranged on the vertical base beam of opposite side tower body on base station and tower body transverse base beam, be arranged on the tower seat of the vertical base beam of tower body and be located at the tower body that is connected by pin type bearing diagonal with pin type bearing diagonal base beam on the tower seat.
Described tower body comprises several sections that diminish and the tower joints that connect by flange of diameter step by step, and tower joint in top is provided with antenna and lightning rod.
Described tower body is provided with pin nail formula Simple crawling ladder, and with the tower body welding fabrication.
Described cement counterweight vertically is set to 6.
Described base station and tower body transverse base beam are overlapped on all cement counterweights.
Described pin type bearing diagonal base beam is overlapped on the cement counterweight of 3.
The beneficial effects of the utility model are:
Adopt the counterweight mode of vertical cement counterweight to be connected owing to having adopted by tower body and base, and by pin type bearing diagonal, tower body is connected with pin type bearing diagonal base beam, by the counterweight overturning or slip resistance analysis of conducting oneself with dignity, need not concrete foundation, quick construction, save cost, and is convenient mobile.Base station is connected with the base one, so just can conveniently use and operate.
Description of drawings
Fig. 1 is plan structure schematic diagram of the present utility model.
Fig. 2 is the main TV structure schematic diagram of tower body of the present utility model.
In figure: 1. pin type bearing diagonal base beam, the 2. vertical base beam of tower body, the 3. vertical base beam of tower body, 4. tower body, 5. tower seat, 6. cement counterweight, 7. base station and tower body transverse base beam, 8. pin type bearing diagonal, 9. base station, 10. lightning rod, 11. antennas, 12. towers joints.
The specific embodiment
In order to make those skilled in the art understand better the technical solution of the utility model, the utility model is described in further detail below in conjunction with accompanying drawing and most preferred embodiment.
as shown in the figure, the utility model, comprise the vertical cement counterweight 6 of several piece, level is overlapped on two foundation stations and the tower body transverse base beam 7 on the cement counterweight, level is overlapped on the cement counterweight, and be arranged on the pin type bearing diagonal base beam 1 in two foundation stations and the tower body transverse base beam outside, be arranged on the base station 9 of a side on base station and tower body transverse base beam, be arranged on the vertical base beam 2(3 of opposite side tower body on base station and tower body transverse base beam), be arranged on the tower seat 5 of the vertical base beam of tower body and be located at the tower body 4 that is connected by pin type bearing diagonal 8 with pin type bearing diagonal base beam on the tower seat.
Described tower body comprises several sections that diminish and the tower joints 12 that connect by flange of diameter step by step, and tower joint in top is provided with antenna 11 and lightning rod 10.
During construction, with the setting of vertical cement counterweight on the ground, base station and tower body transverse base beam are overlapped on the cement counterweight, pin type bearing diagonal base beam also is overlapped on the cement counterweight, and be located at base station and the tower body transverse base beam outside, a side overlap joint base station on base station and tower body transverse base beam, the vertical base beam of opposite side overlap joint tower body, on the vertical base beam of tower body, the tower seat is set, arranges on the tower seat by the several sections tower bodies that are formed by connecting of the tower joint flange that diminishes of diameter step by step.
Adopt the counterweight mode of vertical cement counterweight to be connected owing to having adopted by tower body and base, and by pin type bearing diagonal, tower body is connected with pin type bearing diagonal base beam, by the counterweight overturning or slip resistance analysis of conducting oneself with dignity, need not concrete foundation, quick construction, save cost, and is convenient mobile.Base station is connected with the base one, so just can conveniently use and operate.
Described tower body is provided with pin nail formula Simple crawling ladder, and with the tower body welding fabrication.Be convenient to attended operation.
In this example, described cement counterweight vertically is set to 6.Described base station and tower body transverse base beam are overlapped on all cement counterweights.Described pin type bearing diagonal base beam is overlapped on the cement counterweight of 3.Make structure more stable.
The above is only preferred embodiment of the present utility model; should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (6)
1. integral type base station, it is characterized in that, comprise the vertical cement counterweight of several piece, level is overlapped on two foundation stations and the tower body transverse base beam on the cement counterweight, level is overlapped on the cement counterweight, and be arranged on the pin type bearing diagonal base beam in two foundation stations and the tower body transverse base beam outside, be arranged on the base station of a side on base station and tower body transverse base beam, be arranged on the vertical base beam of opposite side tower body on base station and tower body transverse base beam, be arranged on the tower seat of the vertical base beam of tower body and be located at the tower body that is connected by pin type bearing diagonal with pin type bearing diagonal base beam on the tower seat.
2. a kind of integral type according to claim 1 base station, is characterized in that, described tower body comprises several sections that diminish and the tower joints that connect by flange of diameter step by step, and tower joint in top is provided with antenna and lightning rod.
3. a kind of integral type according to claim 2 base station, is characterized in that, described tower body is provided with pin nail formula Simple crawling ladder, and with the tower body welding fabrication.
4. the described a kind of integral type of any one base station according to claim 1 to 3, is characterized in that, described cement counterweight vertically is set to 6.
5. the described a kind of integral type of any one base station according to claim 1 to 3, is characterized in that, described base station and tower body transverse base beam are overlapped on all cement counterweights.
6. the described a kind of integral type of any one base station according to claim 1 to 3, is characterized in that, described pin type bearing diagonal base beam is overlapped on the cement counterweight of 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203137327U CN203285092U (en) | 2013-05-31 | 2013-05-31 | Integrated base station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203137327U CN203285092U (en) | 2013-05-31 | 2013-05-31 | Integrated base station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203285092U true CN203285092U (en) | 2013-11-13 |
Family
ID=49541463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203137327U Expired - Fee Related CN203285092U (en) | 2013-05-31 | 2013-05-31 | Integrated base station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203285092U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746932A (en) * | 2015-01-30 | 2015-07-01 | 维蒙特工业(中国)有限公司 | Pressure weight type roof communication tower and mounting method |
-
2013
- 2013-05-31 CN CN2013203137327U patent/CN203285092U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746932A (en) * | 2015-01-30 | 2015-07-01 | 维蒙特工业(中国)有限公司 | Pressure weight type roof communication tower and mounting method |
| CN104746932B (en) * | 2015-01-30 | 2017-02-22 | 维蒙特工业(中国)有限公司 | Pressure weight type roof communication tower and mounting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105350816B (en) | Power network electric pole reinforces heightening device | |
| CN203285092U (en) | Integrated base station | |
| CN103343551A (en) | Goaf transmission tower foundation adjusting device | |
| CN203514920U (en) | Communication stay wire tower with movable platforms | |
| CN202090629U (en) | "Inverted-U-shaped" truss structure of main variable ingoing line used for 750 kV transformer station in Riyue Mountain | |
| CN205046911U (en) | Triangle -shaped section steel pylons | |
| CN205212183U (en) | Lightning rod convenient to installation | |
| CN203008470U (en) | Roof guyed tower | |
| CN205637809U (en) | Consolidate sections tower base | |
| CN205089028U (en) | Weight type four -column communication base station tower | |
| CN205212185U (en) | Three fork lightning rod devices | |
| CN205212178U (en) | Spherical lightning rod | |
| CN203594260U (en) | Combined steel pipe pole | |
| CN204152284U (en) | A kind of not damaged formula roofing communication tower | |
| CN203175134U (en) | Truss used for lifting electric transmission line tower connecting legs | |
| CN206194938U (en) | Landscape tower | |
| CN104213732A (en) | Integrated base station | |
| CN204552243U (en) | A kind of electric power pylon | |
| CN104895391A (en) | External inserted cross arm connecting device for steel pipe rods | |
| CN203445835U (en) | Flue-cured tobacco power device based on solar energy | |
| CN211981140U (en) | Lightning rod reinforcing device | |
| CN203729653U (en) | Wind-resistant reinforced type iron tower | |
| CN204510984U (en) | A kind of emergency power circuit support bar | |
| CN201747123U (en) | Isolated and sealed fence | |
| CN203334758U (en) | Pi connection special-shape steel pipe rod |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20131113 Termination date: 20170531 |