CN204112827U - A kind of communications tower - Google Patents
A kind of communications tower Download PDFInfo
- Publication number
- CN204112827U CN204112827U CN201420614622.9U CN201420614622U CN204112827U CN 204112827 U CN204112827 U CN 204112827U CN 201420614622 U CN201420614622 U CN 201420614622U CN 204112827 U CN204112827 U CN 204112827U
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- Prior art keywords
- tower body
- tower
- support frame
- stiffening rib
- communications
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- Expired - Lifetime
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- 238000004891 communication Methods 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 17
- 239000010959 steel Substances 0.000 description 17
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 210000000459 calcaneus Anatomy 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to the technical field of communication apparatus, discloses a kind of communications tower.This communications tower comprises tower body; Bracing or strutting arrangement, comprises at least three support columns, and described at least three support columns arrange around described tower body and are fixedly connected with described tower body, and each support column are provided with the multiple brackets along short transverse arrangement; Solar panel group, comprise support frame and be fixed at least one solar panels on described support frame, wherein, outside at least three support columns described in described support frame is sleeved on, and described support frame is provided with is overlapped on described bracket and for the bridge piece of fixing described support frame.The beneficial effects of the utility model are: adopt bracing or strutting arrangement to be just originally arranged on ground solar panel group and be fixed on tower body, save ground placement space, remove ground concrete basis from, greatly shorten the site construction time.Different solar energy angle of inclination supported by bracing or strutting arrangement in addition, compatible various field condition.
Description
Technical field
The utility model relates to the technical field of communication apparatus, refers more particularly to a kind of communications tower.
Background technology
Existing communication website is if configuration solar energy is as energy supply scheme, and the structure of this communication website as shown in Figure 1, generally includes tower body 1, is arranged on the support frame 2 of tower body 1 side, is arranged on the solar panel group 3 on described support frame 2.Solar panels contrast is installed screens and is mated formation on the horizontal stroke, cant beam of support frame 2, by the bracket upright post of support frame 2, load is passed to concrete foundation for fixing support rack column afterwards, concrete foundation is generally pier formula, on each column Zhi Yi pier, sometimes in order to digging in-situ is built conveniently, basic engineering is beam type, often arranges (row) column and shares a concrete beam.
The shortcoming of prior art: 1, solar panels floor space is large; 2, ground base support solar need be increased; 3, normalization degree is low, project management difficulty.
Utility model content
The utility model provides a kind of communications tower, in order to reduce the floor space of communications tower.
First aspect, provides a kind of communications tower, and this communications tower comprises:
Tower body;
Bracing or strutting arrangement, comprises at least three support columns, and described at least three support columns arrange around described tower body and are fixedly connected with described tower body, and each support column are provided with the multiple brackets along short transverse arrangement;
Solar panel group, comprise support frame and be fixed at least one solar panels on described support frame, wherein, outside at least three support columns described in described support frame is sleeved on, and described support frame is provided with is overlapped on described bracket and for the bridge piece of fixing described support frame.
In conjunction with above-mentioned first aspect, in the implementation that the first is possible, described tower body comprises at least three joint tower body supervisors connected successively along short transverse, and adjacent tower body supervisor is fixedly connected with by adpting flange.
In conjunction with the first possible implementation of above-mentioned first aspect, in the implementation that the second is possible, the two ends of described each support column are separately fixed at the adpting flange at wherein joint tower body supervisor two ends.
In conjunction with the implementation that the second of above-mentioned first aspect is possible, in the implementation that the third is possible, each adpting flange and its set tower body be responsible between be provided with at least one stiffening rib.
In conjunction with the implementation that the second of above-mentioned first aspect is possible, in the 4th kind of possible implementation, also comprise the U bolt for being fixedly connected with described support column by described support frame.
In conjunction with implementation, the third possible implementation of first aspect, the 4th kind of possible implementation of first aspect that the second of the first possible implementation of above-mentioned first aspect, first aspect, first aspect is possible, in the 5th kind of possible implementation, this communications tower also comprises at least two oblique pull fixed heads, and each oblique pull fixed head is connected by least one oblique rope with between described tower body; Wherein, described oblique pull fixed head comprises: base plate, to be arranged on described base plate and for the draw ring of fixing oblique rope, and is arranged at least one stiffening rib on described base plate.
In conjunction with the 5th kind of possible implementation of above-mentioned first aspect, in the 6th kind of possible implementation, described base plate is rectangular slab.
In conjunction with the 6th kind of possible implementation of above-mentioned first aspect, in the 7th kind of possible implementation, the number of described stiffening rib is four, and four stiffening ribs are groined type arrangement.
In conjunction with the 7th kind of possible implementation of above-mentioned first aspect, in the 8th kind of possible implementation, in described four stiffening ribs, the height of one of them stiffening rib is higher than the height of its excess-three stiffening rib, and when described oblique pull fixed head is embedded under earth's surface, the length direction of the stiffening rib that described height is higher is perpendicular to the plane at described tower body and described oblique rope place.
In conjunction with the 5th kind of possible implementation of above-mentioned first aspect, in the 9th kind of possible implementation, this communications tower also comprises the fixed supporting seat be connected with described tower body, described fixed supporting seat comprises: stay pipe, be fixed on the base of described stay pipe, and the junction of described stay pipe and described base is provided with stiffening rib.
In conjunction with the 9th kind of possible implementation of above-mentioned first aspect, in the tenth kind of possible implementation, be connected by adpting flange between described stay pipe with described tower body, and be provided with stiffening rib between described adpting flange and described stay pipe.
According to the communications tower that first aspect provides, this communications tower is fixed on tower body by adopting bracing or strutting arrangement to be just originally arranged on ground solar panel group, its tower body is arranged stablize and the support device structure strengthened can resist solar energy in large area plate produces the wind load of horizontal force, realize tower on solar panel group and supporting component simultaneously, save ground placement space, remove ground concrete basis from, greatly shorten the site construction time.Different solar energy angle of inclination supported by bracing or strutting arrangement in addition, compatible various field condition.
Accompanying drawing explanation
Fig. 1 is the structural representation of communications tower of the prior art;
The structural representation of the communications tower that Fig. 2 provides for the utility model embodiment;
The lateral view of the bracing or strutting arrangement of the communications tower that Fig. 3 provides for the utility model embodiment;
The top view of the bracing or strutting arrangement of the communications tower that Fig. 4 provides for the utility model embodiment;
The assembling schematic diagram of the bracing or strutting arrangement that Fig. 5 provides for the utility model embodiment and support frame;
The using state reference diagram of the oblique pull fixed head that Fig. 6 provides for the utility model embodiment;
The top view of the oblique pull fixed head that Fig. 7 provides for the utility model embodiment.
Detailed description of the invention
Below in conjunction with accompanying drawing, specific embodiment of the utility model is described in detail.Should be understood that, detailed description of the invention described herein, only for instruction and explanation of the utility model, is not limited to the utility model.
As shown in Figure 2, Fig. 2 shows the structural representation of the communications tower that the utility model embodiment provides.
The utility model embodiment provides a kind of communications tower, and this communications tower comprises:
Tower body 10;
Bracing or strutting arrangement 50, comprises at least three support columns 51, and described at least three support columns 51 arrange around described tower body 10 and are fixedly connected with described tower body 10, and each support column 51 is provided with the multiple brackets 52 along short transverse arrangement;
Solar panel group 40, comprise support frame 41 and be fixed at least one solar panels on described support frame 41, wherein, outside at least three support columns 51 described in described support frame 41 is sleeved on, and described support frame 41 is provided with is overlapped on described bracket 52 and for the bridge piece 42 of fixing described support frame 41.
Tower body 10, is arranged on the bracing or strutting arrangement 50 on described tower body 10, and is arranged on the solar panel group 40 on described bracing or strutting arrangement 50; Wherein, described bracing or strutting arrangement 50 comprises and arranging and at least three support columns 51 be fixedly connected with described tower body 10 around described tower body 10, and the multiple brackets 52 each support column 51 is provided with along short transverse arrangement, described solar panel group 40 comprise be sleeved on described in support frame 41 outside at least three support columns 51 and at least one solar panels of being fixed on described support frame 41, and described support frame 41 be provided be overlapped on described bracket 52 and for the bridge piece 42 of fixing described support frame 41.
Concrete structure as shown in Figure 2, tower body 10 arranges a bracing or strutting arrangement 50, this bracing or strutting arrangement 50 is fixedly connected with tower body 10, and solar panel group 40 is fixed on tower body 10 by the cooperation between the bridge piece 42 that is arranged on bracket 52 on bracing or strutting arrangement 50 and solar panel group 40.The communications tower that the present embodiment provides was fixed to being originally arranged on ground solar panel group 40 on tower body 10, thus the floor space that the solar panel group 40 decreasing setting takies, and then decreased the floor space that communications tower takies.
As shown in Figures 3 and 4, Fig. 3 shows the lateral view of bracing or strutting arrangement 50, and Fig. 4 shows the top view of bracing or strutting arrangement 50; Solar panel group 40 in above-described embodiment with the concrete connected mode between tower body 10 is: at least three support columns 51 of bracing or strutting arrangement 50 are fixedly connected with tower body 10, wherein, as shown in Figure 2, tower body 10 comprises at least three joint tower body supervisors 11 connected successively along short transverse, and adjacent tower body supervisor 11 is fixedly connected with by adpting flange.Wherein, tower body 10 has the tower body supervisor 11 that at least one two ends all have adpting flange, and the two ends of support column 51 are fixed therein the adpting flange that a joint tower body is responsible for 11 two ends.As shown in Figure 4, the shape that the adpting flange of this joint tower body supervisor 11 can adopt adpting flange that be responsible for 11 from other tower bodies different, preferably, the adpting flange employing rectangular configuration of this joint tower body supervisor 11, so that the setting of support column 51.When specifically arranging, adopting between support column 51 and adpting flange and being welded to connect, make can firmly connect between the two.Wherein the radical that arranges of support column 51 is not less than three, so that fixed solar plate group 40 that can be stable, preferably, the number of support column 51 as shown in Figure 4, adopts four support columns, 51, four support column 51 arrayed, and is looped around tower body 10 around.And each support column 51 is provided with along short transverse arrangement bracket 52 for use in fixed solar plate group 40.Solar panel group 40 wherein comprises support frame 41 and is fixed on the multiple solar panels on support frame 41, this support frame 41 is the framework that the common steel such as many calcaneus branches stay tube or angle steel are formed, and the middle part of support frame 41 surrounds the hollow frame matched with support column 51, this framework is used for being sleeved on bracing or strutting arrangement 50, when employing four support column 51 arrayed, this hollow frame is the rectangular shape that the rectangle formed with four support columns 51 matches.After suit, matched with fixed solar plate group 40 with the bracket 52 be arranged on support column 51 by the bridge piece 42 be arranged on support frame 41.Its concrete overlap joint state as shown in Figure 5, this bridge piece 42 is arranged on the edge of above-mentioned hollow frame, and when placing, bridge piece 42 is overlapped on bracket 52, by arrange hollow frame and bridge piece 42 realize being fixedly connected with between solar panel group 40 and bracing or strutting arrangement 50 with coordinating of bracket 52.Or this bridge piece 42 adopts the structure of similar hook, by being suspended on bracket 52, thus the fixed connection structure that formation one is stable.In addition, in order to strengthen the stability of solar panel group 40 when fixing, preferably, be fastenedly connected by U bolt 60 between support frame 41 and support column 51.In addition, when specifically arranging solar panel group 40, because the direction of the illumination of different regions is different, therefore, from same, bridge piece 42 can be coordinated with the overlap joint of the bracket 52 of differing heights the adjustment realizing solar panel group 40 incline direction.
Should be understood that, the number of the concrete support column 51 provided in above-described embodiment and the bracket 52 of setting are only the explanations that a kind of specific embodiment provided is carried out with the fit structure of bridge piece 42, and the structure of the above-mentioned connected mode of other any employings all should be included in the technical solution of the utility model.
When concrete tower body 10 vibrational power flow, in order to strengthen the structural strength of tower body 10, preferably, each adpting flange and its set tower body be responsible for 11 between be provided with at least one stiffening rib.Increased the support strength of junction by the stiffening rib arranged in junction, thus further improve the support strength of whole tower body 10 structure.Preferably, the number of this stiffening rib is multiple, and multiple stiffening rib is arranged around described adpting flange, thus makes adpting flange when stressed, and stiffening rib can provide the support force of different directions.
In the lump with reference to figure 2, Fig. 6 and Fig. 7, in order to further improve the stability of tower body 10, this communications tower also comprises at least two oblique pull fixed heads 30, and is connected by least one oblique rope 31 between each oblique pull fixed head 30 with described tower body 10; Wherein, described oblique pull fixed head 30 comprises: base plate 34, to be arranged on described base plate 34 and for the draw ring 33 of fixing oblique rope 31, and is arranged at least one stiffening rib 32 on described base plate 34.Concrete, be spaced a distance in the horizontal direction and between tower body 10 this oblique pull fixed head 30 is embedded in earth's surface when arranging under, thus ensure that oblique pull fixed head 30 can provide pulling force when tower body 10 is stressed.Preferably, the number of this oblique pull fixed head 30 is at least two, and when employing two, the line of the desired location of two oblique pull fixed heads 30 is through the setting position of tower body 10.When adopting multiple, during as the different number such as three, four, multiple oblique pull fixed head 30 is arranged around described tower body 10, thus makes oblique pull fixed head 30 can provide the pulling force of different directions.
When specifically using, oblique rope 31 on each oblique pull fixed head 30 is multiple, and one end of the plurality of oblique rope 31 is fixedly connected with oblique pull fixed head 30 by draw ring 33, the other end is arranged on the differing heights position on tower body 10 along short transverse, thus tower body 10 can be made stressed more reasonable.Improve the stability of tower body 10.When specifically arranging oblique pull fixed head 30, in order to improve the stability of oblique pull fixed head 30 under earth's surface, this oblique pull fixed head 30 adopts base plate 34 structure, and this base plate 34 is slabbed construction, and multiple stiffening rib 32 is set on the bottom sheet 34, thus improve the counter-bending effect of base plate 34.By the power that the stiffening rib 32 arranged makes base plate 34 can provide larger, and when stressed, reduce the bending possibility of base plate 34.In addition, this base plate 34 adopts rectangular slab.Because the stressed of oblique pull fixed head 30 is oblique pulling, therefore, base plate 34 is when stressed, this oblique pulling can make base plate 34 have the component of individual horizontal slip, by adopting the base plate 34 of rectangle, makes the resistance that base plate 34 can provide larger, in order to further improve the slide ability of base plate 34, preferably, the number of the stiffening rib 32 that base plate 34 is arranged is four, and four stiffening rib 32 arrangements in groined type.Thus increase base plate 34 and the lifting surface area of burying native in the vertical direction, further improve the slide ability of oblique pull fixed head 30.As a kind of preferred version, in above-mentioned four stiffening ribs 32, the height of one of them stiffening rib 32 is higher than the height of its excess-three stiffening rib 32, and when described oblique pull fixed head 30 is embedded under earth's surface, the length direction of the stiffening rib 32 that described height is higher is perpendicular to the plane of described tower body 10 with described oblique rope 31 place.Concrete, the length direction of this highly higher stiffening rib 32 is perpendicular to the horizontal pull suffered by oblique pull fixed head 30, make this stiffening rib 32 can provide larger lifting surface area, thus enhance the ability of the slide of oblique pull fixed head 30, make the support force that oblique pull fixed head 30 can provide larger.Enhance the stability of tower body 10.
With concrete actual installation, the present embodiment is further described in detail below.Oblique pull fixed head 30 is using steel as main material, and specifically using rectangular steel plates as load carrier (being above-mentioned base plate 34), when steel plate basis tension, steel plate provides enough areas, allows the above soil of steel plate heavily resist uplift force; Steel plate welds stiffening rib 32, control with intersecting parallels, strengthen steel plate base integral intensity, prevent distortion; Take into full account operability, reserved 200mm × 200mm space, center is for installing oblique rope 31; Consider horizontal direction resistant slide, Impact direction arranges low early and high after stiffening rib 32 simultaneously, before do not stop the setting of oblique rope 31 and accessory, after floor horizontal direction earth resistance is provided.The basic advantage of oblique rope 31 steel plate oblique rope 31 is obvious, and comprise prefabrication, quality can ensure; Replace concrete support oblique rope 31 stressed, the process of removing multiple site operations such as concrete formwork, assembling reinforcement, concreting, maintenance from and need monitor; The construction time is short; Digging up and filling among a small circle.Adopt above-mentioned concrete oblique pull fixed form, facilitate the setting of communications tower, simplify construction requirement.
When communications tower is fixed, multiple tower body supervisor 11 is fixed on the ground by supporting seat 20, concrete, this communications tower also comprises the fixed supporting seat 20 be connected with described tower body 10, described fixed supporting seat 20 comprises: stay pipe, be fixed on the base of described stay pipe, and the junction of described stay pipe and described base is provided with stiffening rib.When specifically arranging, tower body supervisor 11 basis uses plug-in type basis: with basic engineering under the scene of innovative thinking consideration station, rural area, entity based on stay pipe, is consistent with the superstructure (tower body is responsible for 11) of tower body 10, and preferably this stay pipe adopts steel pipe.Said structure tool is adopted to have the following advantages: one, top and the bottom structural integrity is high; Two, easy to use, purchase in the lump with top tower body 10, produce, transport, install.Specifically implementing main body is lengths of steel pipes, and length is determined according to calculating design; Lengths of steel pipes welded top flange, for docking the connecting flange structure of top steel pipe; Top flange dish welds stiffening rib with between steel pipe, increases link intensity; Lengths of steel pipes base plate 34 welding flange, this adpting flange is as base, and flange bottom area requires to determine according to bearing capacity of foundation soil and uplift force; Flange in the bottom dish welds stiffening rib with between steel pipe, and reinforcing flange dish, increases torsional resistance simultaneously; When specifically installing, borehole, to projected depth, places prefabricated plugging basis; Backfill borehole, compacting, basic installation.The utility model cost of production is low, exempts multiple steps that conventional concrete is built, and installs simple, quick, simultaneously very well for superstructure provides support and stability.
Obviously, those skilled in the art can carry out various change and modification to the utility model and not depart from spirit and scope of the present utility model.Like this, if these amendments of the present utility model and modification belong within the scope of the utility model claim and equivalent technologies thereof, then the utility model is also intended to comprise these change and modification.
Claims (11)
1. a communications tower, is characterized in that, comprising:
Tower body;
Bracing or strutting arrangement, comprises at least three support columns, and described at least three support columns arrange around described tower body and are fixedly connected with described tower body, and each support column are provided with the multiple brackets along short transverse arrangement;
Solar panel group, comprise support frame and be fixed at least one solar panels on described support frame, wherein, outside at least three support columns described in described support frame is sleeved on, and described support frame is provided with is overlapped on described bracket and for the bridge piece of fixing described support frame.
2. communications tower as claimed in claim 1, is characterized in that, described tower body comprises at least three joint tower body supervisors connected successively along short transverse, and adjacent tower body supervisor is fixedly connected with by adpting flange.
3. communications tower as claimed in claim 2, is characterized in that, the two ends of described each support column are separately fixed at the adpting flange at wherein joint tower body supervisor two ends.
4. communications tower as claimed in claim 3, is characterized in that, each adpting flange and its set tower body be responsible between be provided with at least one stiffening rib.
5. communications tower as claimed in claim 3, is characterized in that, also comprising the U bolt for being fixedly connected with described support column by described support frame.
6. the communications tower as described in any one of Claims 1 to 5, is characterized in that, also comprises at least two oblique pull fixed heads, and each oblique pull fixed head is connected by least one oblique rope with between described tower body; Wherein, described oblique pull fixed head comprises: base plate, to be arranged on described base plate and for the draw ring of fixing oblique rope, and is arranged at least one stiffening rib on described base plate.
7. communications tower as claimed in claim 6, it is characterized in that, described base plate is rectangular slab.
8. communications tower as claimed in claim 6, it is characterized in that, the number of described stiffening rib is four, and four stiffening ribs are groined type arrangement.
9. communications tower as claimed in claim 8, it is characterized in that, in described four stiffening ribs, the height of one of them stiffening rib is higher than the height of its excess-three stiffening rib, and when described oblique pull fixed head is embedded under earth's surface, the length direction of the stiffening rib that described height is higher is perpendicular to the plane at described tower body and described oblique rope place.
10. communications tower as claimed in claim 6, it is characterized in that, also comprise the fixed supporting seat be connected with described tower body, described fixed supporting seat comprises: stay pipe, be fixed on the base of described stay pipe, and the junction of described stay pipe and described base is provided with stiffening rib.
11. communications tower as claimed in claim 10, be is characterized in that, be connected between described stay pipe with described tower body by adpting flange, and be provided with stiffening rib between described adpting flange and described stay pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420614622.9U CN204112827U (en) | 2014-10-22 | 2014-10-22 | A kind of communications tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420614622.9U CN204112827U (en) | 2014-10-22 | 2014-10-22 | A kind of communications tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204112827U true CN204112827U (en) | 2015-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420614622.9U Expired - Lifetime CN204112827U (en) | 2014-10-22 | 2014-10-22 | A kind of communications tower |
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| Country | Link |
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| CN (1) | CN204112827U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554636A (en) * | 2020-12-09 | 2021-03-26 | 中国电建集团贵阳勘测设计研究院有限公司 | Quick construction method of stay wire type anemometer tower under non-rock geological condition |
-
2014
- 2014-10-22 CN CN201420614622.9U patent/CN204112827U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112554636A (en) * | 2020-12-09 | 2021-03-26 | 中国电建集团贵阳勘测设计研究院有限公司 | Quick construction method of stay wire type anemometer tower under non-rock geological condition |
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