CN201635470U - Steel-structured communication tower - Google Patents
Steel-structured communication tower Download PDFInfo
- Publication number
- CN201635470U CN201635470U CN2010201481260U CN201020148126U CN201635470U CN 201635470 U CN201635470 U CN 201635470U CN 2010201481260 U CN2010201481260 U CN 2010201481260U CN 201020148126 U CN201020148126 U CN 201020148126U CN 201635470 U CN201635470 U CN 201635470U
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- longitudinal supports
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Abstract
The utility model discloses a steel-structured communication tower, which comprises eight upright longitudinal supports, connecting parts and a tower body in a regular octagonal structure. The connecting parts connect every two upright longitudinal supports, the eight upright longitudinal supports and the connecting parts form an eight-faced lattice net drum structure, and every two upright longitudinal supports and the connecting part thereof form a grid structure. The tower body of the communication tower is formed by assembling and welding the eight-faced net lattice structure, the upright longitudinal supports of a main framework of the tower body is formed by sequentially connecting standard T-shaped steel via the connecting parts, the standard T-shaped steel is bent into angles of 135 degrees by cold bending, and the upright longitudinal supports are welded into the grid structures by using angle steel. Accordingly, the steel-structured communication tower has the advantages of improved loading capacity, more stable than normal angle-steel towers, difficult deformation and smaller occupied area due to the smaller wind shield area of the grid structures, more effective structure, saved wind shield area and lighter weight compared with independent pipe towers, easy installation and manufacturing, convenient transportation and capability of saving packaging cost.
Description
Technical field
The utility model relates to a kind of steel work communications tower.
Background technology
Mobile radio antenna need be installed in it height of antenna on the average topography, to obtain enough radio signal coverage rates.The unipole antenna communications tower of using generally is with the steel plate bending now, is welded, and is processed into individual member, is transported to the job site after finishing and assembles.Its mounting method is the lattice tower that 3 or 4 supports are installed.Yet a lot of such antennas are installed on the steel column, still are called unipole antenna.Unipole antenna is a kind of tapered tubular structure of hollow, needs to use jenny to install.Therefore in use have following problem: i. unipole antenna itself just has the very big area of becalming, and has reduced the antenna load ability; Ii. its structure is waved easily and is out of shape; Need crane when iii. installing; Iv. individual members that will be heavy have in a large number expended a large amount of packaging material to on-the-spot; Need potential safety hazard be arranged from the climbing of the steel column outside when v. keeping in repair; Vi. fixing up an aerial wire needs special carriage, after steel column is installed, is difficult to change aerial position.
The utility model content
The utility model technical issues that need to address provide a kind of simple in structure, stable, and installation and maintenance are easy, the steel work communications tower that load capacity is high.
For addressing the above problem, technical solution adopted in the utility model is: a kind of steel work communications tower, comprise body of the tower, the body of the tower cross section is the octagon structure, comprise eight upright longitudinal carriers, the connector that connects two upright longitudinal carriers, described eight upright longitudinal carriers and connector constitute octahedral lattice net barrel structure, and two upright longitudinal carriers and connector thereof constitute network.
Described upright longitudinal carrier is connected in sequence by junction plate by the special-shaped T-steel of special clod wash.
Described connector is an angle steel.
The special-shaped T-steel of described clod wash becomes 135 degree angles for the interlude clod wash, and the two ends section still is the standard T-steel of 180 degree.
Further on the section of two ends, have connecting hole.
Adopt the beneficial effect that technique scheme produced to be: this novel communication Tata body adopts the netted lattice structure assembling of octahedral to be welded, the upright longitudinal carrier of its main skeleton adopts clod wash to become the standard T-steel at 135 degree angles to be connected in sequence by junction plate, adopt angle steel to be welded into network between the upright longitudinal carrier, because the wind shield area of network is little, thereby improved load capacity, more stable than common angle steel tower, not yielding, floor space is littler; Compare with the individual tubes tower, this structure is more effective, and it is lighter to save becalm area and weight; And have to install and make easily, convenient transportation, the characteristics of saving packing charges.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the firm structural representation of the special-shaped T type of the utility model clod wash;
Fig. 3 is the firm schematic cross-section of the special-shaped T type of the utility model clod wash;
Fig. 4 is the utility model junction plate structural representation.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be described in further detail:
At present, the unipole antenna communications tower that people use generally is with the steel plate bending, is welded, and normally earlier becomes individual member in factory process, is transported to assembled on site then and assembles.Because its structure is not quite reasonable, therefore there is Heavy Weight, the cost of transportation height, load capacity is poor, shortcomings such as installation and maintenance inconvenience.The inventor is through meticulous design, its body of the tower structure is adjusted, adjusted structure as shown in Figure 1, its body of the tower is an octahedral lattice net barrel structure, comprise eight upright longitudinal carriers, and the connector that connects two upright longitudinal carriers, wherein eight upright longitudinal carriers and connector constitute octahedral lattice net barrel structure, two upright longitudinal carriers and connector formation network thereof.
Upright longitudinal carrier is connected to form by special-shaped T-steel 1 of special clod wash and junction plate 4, two special-shaped T-steels 1 connect by junction plate 4, open connecting hole hole 5 on the junction plate, be used for connecting the special-shaped T-steel 1 of clod wash with bolt, wherein the special-shaped T-steel of clod wash is bent into by mold cold by standard T type, its interlude clod wash becomes 135 degree angles, and the two ends section still is 180 degree, has the connecting hole 5 that matches with junction plate 4 on the section of two ends.Wherein special-shaped T-steel 1 structure as shown in Figure 2, the cross section structure of clod wash part as shown in Figure 3, the interlude of the special-shaped T-steel 1 of clod wash is used for connecting horizontal support connector 2 and tiltedly draws support connecting piece 3, (being the body of the tower cross section) constituted the octagon structure after wherein the special-shaped T-steel 1 of clod wash linked to each other with horizontal support connector 2, described connector adopts angle steel, connect with bolt, part also can adopt channel-section steel, band steel etc. certainly, and connected mode adopts welding etc.The standard T-steel uses the hydraulic press mould to carry out clod wash, and the control flexibility makes parts can not produce permanent deformation.Standard according to the rules need be carried out galvanizing and is shaped.Its physical dimension meets the requirement of antenna, wind load, seismic environment and stability.
This is novel when installing at the scene, eight upright longitudinal carriers is screwed to be installed on the base that designs earlier, the support connecting piece part is connected with parts with adjacent supports to screw again.
This new structure not only is used for the antenna communications tower, also can be used for wind turbine tower, illuminating equipment installation tower, billboard installation tower etc. are installed.
This novel structure decrease the use of gusset plate.Simple in structure, save the area that keeps out the wind, weight is lighter.
Claims (5)
1. steel work communications tower, comprise body of the tower, it is characterized in that: the body of the tower cross section is the octagon structure, comprise eight upright longitudinal carriers, the connector that connects two upright longitudinal carriers, described eight upright longitudinal carriers and connector constitute octahedral lattice net barrel structure, and two upright longitudinal carriers and connector thereof constitute network.
2. steel work communications tower according to claim 1 is characterized in that described upright longitudinal carrier is connected in sequence by junction plate by the special-shaped T-steel of special clod wash.
3. steel work communications tower according to claim 1 is characterized in that described connector is an angle steel.
4. steel work communications tower according to claim 2 is characterized in that the special-shaped T-steel of described clod wash becomes 135 degree angles for the interlude clod wash, and the two ends section still is the standard T-steel of 180 degree.
5. according to claim 2 or 4 described steel work communications tower, it is characterized in that having connecting hole on the two ends section of the special-shaped T-steel of described clod wash.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201481260U CN201635470U (en) | 2010-04-02 | 2010-04-02 | Steel-structured communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201481260U CN201635470U (en) | 2010-04-02 | 2010-04-02 | Steel-structured communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201635470U true CN201635470U (en) | 2010-11-17 |
Family
ID=43079958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201481260U Expired - Fee Related CN201635470U (en) | 2010-04-02 | 2010-04-02 | Steel-structured communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201635470U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102312600A (en) * | 2011-04-07 | 2012-01-11 | 济南巨能铁塔制造有限公司 | Multi-prism plug-in type steel pipe pole of power transmission line |
| CN105931587A (en) * | 2016-05-05 | 2016-09-07 | 华信咨询设计研究院有限公司 | Single-tube communication tower with panels and monitoring method for stability of single-tube communication tower |
| CN110073544A (en) * | 2016-08-25 | 2019-07-30 | 户外广告责任有限公司 | Hide the billboard of mobile phone antenna |
-
2010
- 2010-04-02 CN CN2010201481260U patent/CN201635470U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102312600A (en) * | 2011-04-07 | 2012-01-11 | 济南巨能铁塔制造有限公司 | Multi-prism plug-in type steel pipe pole of power transmission line |
| CN105931587A (en) * | 2016-05-05 | 2016-09-07 | 华信咨询设计研究院有限公司 | Single-tube communication tower with panels and monitoring method for stability of single-tube communication tower |
| CN105931587B (en) * | 2016-05-05 | 2020-02-04 | 华信咨询设计研究院有限公司 | Single-tube communication tower with flat plate and stability monitoring method thereof |
| CN110073544A (en) * | 2016-08-25 | 2019-07-30 | 户外广告责任有限公司 | Hide the billboard of mobile phone antenna |
| CN110073544B (en) * | 2016-08-25 | 2021-10-15 | 户外广告责任有限公司 | Billboard with hidden mobile phone antenna |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101117 Termination date: 20130402 |