CN202450837U - Airport surface monitoring radar tower - Google Patents
Airport surface monitoring radar tower Download PDFInfo
- Publication number
- CN202450837U CN202450837U CN2012200618640U CN201220061864U CN202450837U CN 202450837 U CN202450837 U CN 202450837U CN 2012200618640 U CN2012200618640 U CN 2012200618640U CN 201220061864 U CN201220061864 U CN 201220061864U CN 202450837 U CN202450837 U CN 202450837U
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- Prior art keywords
- tower body
- tower
- platform
- airport
- airport surface
- 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
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 230000007704 transition Effects 0.000 claims description 13
- 238000001514 detection method Methods 0.000 claims description 10
- 230000008676 import Effects 0.000 claims description 9
- 241000282326 Felis catus Species 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 15
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 238000012544 monitoring process Methods 0.000 abstract 2
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 241000209094 Oryza Species 0.000 description 12
- 235000007164 Oryza sativa Nutrition 0.000 description 12
- 235000009566 rice Nutrition 0.000 description 12
- 238000009434 installation Methods 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 4
- 239000003755 preservative agent Substances 0.000 description 4
- 230000002335 preservative effect Effects 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 230000001932 seasonal effect Effects 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 239000004922 lacquer Substances 0.000 description 2
- 238000010606 normalization Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 229910000679 solder Inorganic materials 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- CJRJTCMSQLEPFQ-UHFFFAOYSA-N 6-cat Chemical compound ClC1=CC=C2CC(N)CCC2=C1 CJRJTCMSQLEPFQ-UHFFFAOYSA-N 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Abstract
The utility model relates to an airport surface monitoring radar tower, which comprises a tower body, a ladder, a tower body outer platform and a tower top outer platform, wherein the tower body is fixedly arranged on a reinforced concrete foundation; the ladder is arranged in the tower body; the tower body outer platform is arranged outside the top end of the tower body; the tower top outer platform is arranged at the top end of the tower body; the tower body consists of more than two sections and is provided with an upper inlet and outlet and a lower inlet and outlet; an in-tower platform is arranged between the two sections; and a lifting hole is arranged in the middle of the in-tower platform. The airport surface monitoring radar tower has the advantages of full steel structure, light dead weight, good anti-vibration performance and wind load resistance capacity, main body structure in a cylinder or prism mode, rational stressing, small floor area, factory standard manufacturing, field lifting, short building period, short construction period, high mounting speed, no influence on normal operation of an airport, capability of reducing the environmental pollution and suitability for engineering construction of the airport in busy operation.
Description
Technical field
The utility model relates to a kind of airport surface detection radar tower.
Background technology
Growth along with the freight volume and the flight of civil aviation; Increased the weight of the congested traffic condition on aerial and ground; Aircraft and aircraft, aircraft and collision happens just can be multiplied on the ground, thereby the operational efficiency on airport is reduced, and have hindered the development of civil aviaton's transportation; Traditional scene surveillance radar tower generally adopts reinforced concrete frame structure, and perhaps quadrangle angle steel tower adopts reinforced concrete frame structure, and the construction period is long, and it is bigger to conduct oneself with dignity, and is unfavorable for structural seismic, and construction is influenced by seasonal factor; Adopt quadrangle angle steel tower, floor space is big, and on-the-spot installation period is long, and the plant maintenance of top of tower radar system is not convenient.
The utility model content
The utility model technical problem to be solved provides a kind of collection equipment platform, steel plate housing structure, tower body operation outer platform is an one, and floor space is little, and the construction period is short, the steel plate airport surface detection radar tower of good looking appearance.
The utility model adopts following technical scheme:
The utility model comprises the tower body that is fixedly installed on the steel concrete stylobate, is arranged on the ladder in the tower body, the tower body outer platform that is arranged on the outside, tower body top and the cat head outer platform that is arranged on the tower body top; Said tower body is that the tower body upper end is provided with import and export more than two joints, and the bottom is provided with down import and export, between two joints of tower body, the tower inner platform is set, and is provided with in the middle of the tower inner platform and hangs the thing hole, and tower inner platform side is provided with the ladder hole.
The said tower body of the utility model comprises tower body and following tower body, is connected through the transition connector between last tower body and the following tower body, and described tower body is cylindrical, and the diameter of said tower body down is greater than the diameter of last tower body.
The described tower body of the utility model is cylindrical tower body, the equal diameters of every pitch circle cylindricality tower body.
The said tower body of the utility model comprises tower body A and following tower body A, is connected through the transition connector between last tower body A and the following tower body A, and said tower body is a multi-edge column-shaped, and the inscribed circle diameter of said tower body A cross section down is greater than the inscribed circle diameter of last tower body A cross section.
The described tower body of the utility model is the multi-edge column-shaped tower body, and the inscribed circle diameter of every joint multi-edge column-shaped tower body cross section equates.
The utility model good effect is following: the utility model tower body adopts high-tensile structural steel; Adopt the penetration welding between the every joint of tower body, fix with flange between tower body bottom and the steel concrete stylobate, tower body adopts the preservative treatment of epoxy zinc-rich lacquer; Outer platform adopts the steel member in the tower body of the utility model; Produce in factory, on-the-spot bolt is installed, and adopts the galvanizing preservative treatment.
The utility model airport surface detection radar tower floor space is 1/5th of a common quadrangle pylon, and the every joint of tower body is at factory's integral manufacturing, and whole Transporting, lifting are welded; Save the construction plant, reduce pollution airport environment, and short construction period; Installation rate is fast, is applicable to different climatic conditions, does not receive seasonal effect; The tower inner platform is set in the tower body of the utility model, is provided with steel ladder between each tower inner platform, the middle setting hung the thing hole; Be convenient to radar and operating system equipment is laid and lifted, operating personnel can install safely, maintenance, equipment debugging.
The utility model all adopts steel work, from heavy and light, has the ability of good seismic resistance and opposing wind load, and agent structure adopts cylindrical shell or prismatic form; Reasonable stress, floor space is little, and factory normalization is made, on-site hoisting; Construction period is short, short construction period, and installation rate is fast; Do not influence the airport and normally move, reduce environment pollution, be fit to the busy airport engineering construction of operation.
Description of drawings
Accompanying drawing 1 is the unequal cylindrical structural sketch map of diameter for the utility model tower body;
Accompanying drawing 2 is the cylindrical structural sketch map of equal diameters for the utility model tower body;
Accompanying drawing 3 is the unequal multi-edge column-shaped structural representation of inscribed circle diameter for the utility model tower body;
Accompanying drawing 4 is the multi-edge column-shaped structural representation that inscribed circle diameter equates for the utility model tower body;
Accompanying drawing 5 is the circular configuration sketch map for the utility model tower inner platform;
Accompanying drawing 6 is the polygonized structure sketch map for the utility model tower inner platform;
Accompanying drawing 7 is the utility model tower body outer platform and cat head outer platform structural representation.
In the accompanying drawings: import and export, 4 times import and export, 5 tower body outer platforms, 6 cat head outer platforms, 7 flange, 8 lightning rods, 9 section steel beams on 1 multi-edge column-shaped tower body, the 2 tower inner platforms, 3,10 platform steelframes, 11 ladders, 12 hang tower body A on tower body on the thing hole, 13,14 times tower bodies, 15 transition connectors, the 16 ladder holes, 17,18 times tower body A, 19 cylindrical tower bodies.
The specific embodiment
Shown in accompanying drawing 1-7, the utility model comprises the tower body that is fixedly installed on the steel concrete stylobate, is arranged on the ladder 11 in the tower body, the tower body outer platform 5 that is arranged on the outside, tower body top and the cat head outer platform 6 that is arranged on the tower body top; Said tower body is more than two joints, and according to the scale on airport, tower body is 8-10 joint or 8-12 joint, and the best is 10 joints; The tower body upper end is provided with imports and exports 3, and the bottom is provided with down imports and exports 4, between two joints of tower body, tower inner platform 2 is set; Be convenient to place apparatus, and help equipment installation, maintenance, be provided with in the middle of the tower inner platform 2 and hang thing hole 12; Tower inner platform 2 sides are provided with ladder hole 16, and ladder 11 is installed in the ladder hole 16, and ladder 11 is vertical ladder, corner ladder or cat ladder; Be fixedly connected through flange 7 between tower body bottom and the steel concrete stylobate; Lightning rod 8, cat head outer platform 6 upper end mounting platform steelframes 10 are installed in cat head outer platform 6 both sides, are used for erection equipment, and section steel beam 9 one ends are installed in the outside, tower body upper end; Section steel beam 9 other ends are installed in cat head outer platform 6 bottom sides; Section steel beam 9 is used for the external platform 6 of support tower, and tower body outer platform 5 also can be one section platform with last import and export 3 couplings for being supported on the annular of tower body 1 upper end.
Shown in accompanying drawing 1, the said tower body of the utility model comprises tower body 13 and following tower body 14, is connected through transition connector 15 between last tower body 13 and the following tower body 14, and described tower body is cylindrical, and the diameter of said tower body 14 down is greater than the diameter of last tower body 13; Last tower body 13 is welded by the 2-5 joint, and every joint diameter is a 2.2-3.0 rice, high 3-4 rice, and following tower body 14 is welded by the 2-5 joint, and every joint diameter is a 2.8-4.0 rice, high 3-4 rice; The cross section of transition connector 15 is circular, transition connector 15 base diameters and following tower body 14 equal diameters, transition connector 15 top diameters and last tower body 13 equal diameters.
Shown in accompanying drawing 2, the described tower body of the utility model is cylindrical tower body 19, be welded by 8-10 joint or 8-12 joint, and the equal diameters of every pitch circle cylindricality tower body 19, diameter is a 2.2-4.0 rice, high 3-4 rice.
Shown in accompanying drawing 3, the said tower body of the utility model comprises tower body A 17 and following tower body A 18, is connected through transition connector 15 between last tower body A 17 and the following tower body A 18; Said tower body is a multi-edge column-shaped, and the inscribed circle diameter of said tower body A 18 cross sections down is greater than the inscribed circle diameter of last tower body A 17 cross sections, and upper king-post strut body 17A is welded by the 2-5 joint; Every joint inscribed circle diameter is a 2.2-3.0 rice; High 3-4 rice, following tower body A is welded by the 2-5 joint, and every joint inscribed circle diameter is a 2.8-4.0 rice; High 3-4 rice, every joint becomes with the upper steel plate solder side by 2; The cross section of transition connector 15 is a polygon, and transition connector 15 base diameters equate that with following tower body 18 inscribed circle diameters transition connector 15 top diameters equate with last tower body 17 inscribed circle diameters.
Shown in accompanying drawing 4, the said tower body of the utility model is a multi-edge column-shaped tower body 1, is welded by 8-10 joint or the prismatic section of 8-12 joint; The inscribed circle diameter of every joint multi-edge column-shaped tower body 1 cross section equates; Diameter is a 2.2-4.0 rice, high 3-4 rice, and every joint becomes with the upper steel plate solder side by 2.
The utility model tower body adopts high-tensile structural steel; Adopt the penetration welding between the every joint of tower body, fixing with flange 7 between tower body bottom and the steel concrete stylobate, tower body adopts the preservative treatment of epoxy zinc-rich lacquer; Outer platform adopts the steel member in the tower body of the utility model; Produce in factory, on-the-spot bolt is installed, and adopts the galvanizing preservative treatment.
The utility model airport surface detection radar tower floor space is 1/5th of a common quadrangle pylon, and every joint of tower body is at factory's integral manufacturing, and whole Transporting, lifting are welded; Save the construction plant, reduce pollution airport environment, and short construction period; Installation rate is fast, is applicable to different climatic conditions, does not receive seasonal effect; Tower inner platform 2 is set in the tower body of the utility model, is provided with ladder 11 between each tower inner platform 2, ladder 11 is a steel; Be provided with in the middle of each tower inner platform 2 and hang thing hole 12, be convenient to radar and operating system equipment is laid and lifted, operating personnel can install safely, maintenance, equipment debugging.
The utility model all adopts steel work, from heavy and light, has the ability of good seismic resistance and opposing wind load, and agent structure adopts cylindrical shell or prismatic form; Reasonable stress, floor space is little, and factory normalization is made, on-site hoisting; Construction period is short, short construction period, and installation rate is fast; Do not influence the airport and normally move, reduce environment pollution, be fit to the busy airport engineering construction of operation.
Claims (5)
1. airport surface detection radar tower is characterized in that it comprises the tower body that is fixedly installed on the steel concrete stylobate, is arranged on the ladder (11) in the tower body, the tower body outer platform (5) that is arranged on the outside, tower body top and the cat head outer platform (6) that is arranged on the tower body top; Said tower body is more than two joints; The tower body upper end is provided with import and export (3), and the bottom is provided with down import and export (4), between two joints of tower body, tower inner platform (2) is set; Be provided with in the middle of the tower inner platform (2) and hang thing hole (12), tower inner platform (2) side is provided with ladder hole (16).
2. a kind of airport surface detection radar tower according to claim 1; It is characterized in that said tower body comprises tower body (13) and following tower body (14); Be connected through transition connector (15) between last tower body (13) and the following tower body (14); Described tower body is cylindrical, and the diameter of said tower body (14) down is greater than the diameter of last tower body (13).
3. a kind of airport surface detection radar tower according to claim 1 is characterized in that described tower body is cylindrical tower body (19), the equal diameters of every pitch circle cylindricality tower body (19).
4. a kind of airport surface detection radar tower according to claim 1; It is characterized in that said tower body comprises tower body A (17) and following tower body A (18); Be connected through transition connector (15) between last tower body A (17) and the following tower body A (18); Said tower body is a multi-edge column-shaped, and the inscribed circle diameter of said tower body A (18) cross section down is greater than the inscribed circle diameter of last tower body A (17) cross section.
5. a kind of airport surface detection radar tower according to claim 1 is characterized in that described tower body is multi-edge column-shaped tower body (1), and the inscribed circle diameter of every joint multi-edge column-shaped tower body (1) cross section equates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200618640U CN202450837U (en) | 2012-02-24 | 2012-02-24 | Airport surface monitoring radar tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200618640U CN202450837U (en) | 2012-02-24 | 2012-02-24 | Airport surface monitoring radar tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202450837U true CN202450837U (en) | 2012-09-26 |
Family
ID=46866708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200618640U Expired - Fee Related CN202450837U (en) | 2012-02-24 | 2012-02-24 | Airport surface monitoring radar tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202450837U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982075A (en) * | 2014-06-05 | 2014-08-13 | 衡水通广塔业有限公司 | Novel beautified radar tower of steel structure |
| EP3162983A1 (en) * | 2015-10-29 | 2017-05-03 | ALSTOM Renewables Technologies Wind B.V. | Wind turbine towers |
| CN107060460A (en) * | 2017-01-24 | 2017-08-18 | 中国建筑第二工程局有限公司 | Single-upright-column flower-shaped tower and construction method thereof |
| CN119736846A (en) * | 2025-01-08 | 2025-04-01 | 广东省公路建设有限公司 | A kind of assembled tower crown structure and installation method |
-
2012
- 2012-02-24 CN CN2012200618640U patent/CN202450837U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982075A (en) * | 2014-06-05 | 2014-08-13 | 衡水通广塔业有限公司 | Novel beautified radar tower of steel structure |
| EP3162983A1 (en) * | 2015-10-29 | 2017-05-03 | ALSTOM Renewables Technologies Wind B.V. | Wind turbine towers |
| CN107060460A (en) * | 2017-01-24 | 2017-08-18 | 中国建筑第二工程局有限公司 | Single-upright-column flower-shaped tower and construction method thereof |
| CN119736846A (en) * | 2025-01-08 | 2025-04-01 | 广东省公路建设有限公司 | A kind of assembled tower crown structure and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SINOSTEEL SHIJIAZHUANG ENGINEERING DESIGN + RESEAR Free format text: FORMER OWNER: SINOSTEEL ENGINEERING DESIGN + RESEARCH INSTITUTE CO., LTD. Effective date: 20140730 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20140730 Address after: 050000, No. 108 East Road, Huai, Hebei, Shijiazhuang Patentee after: Sinosteel Shijiazhuang engineering design & Research Institute Co Ltd Address before: 050000, No. 108 East Road, Huai, Hebei, Shijiazhuang Patentee before: Shijiazhuang Design Institute, Sinosteel Engineering Design & Research Institute Co.,Ltd. |
|
| 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: 20120926 Termination date: 20210224 |