CN203420508U - Integrated structure of omni-directional beacon reflecting net and steel structure shelter - Google Patents

Integrated structure of omni-directional beacon reflecting net and steel structure shelter Download PDF

Info

Publication number
CN203420508U
CN203420508U CN201320534129.1U CN201320534129U CN203420508U CN 203420508 U CN203420508 U CN 203420508U CN 201320534129 U CN201320534129 U CN 201320534129U CN 203420508 U CN203420508 U CN 203420508U
Authority
CN
China
Prior art keywords
steel
reflector net
support post
net
inner ring
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 - Lifetime
Application number
CN201320534129.1U
Other languages
Chinese (zh)
Inventor
贾国栋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HENGSHUI TONGGUANG TOWER INDUSTRY Co Ltd
Original Assignee
HENGSHUI TONGGUANG TOWER INDUSTRY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HENGSHUI TONGGUANG TOWER INDUSTRY Co Ltd filed Critical HENGSHUI TONGGUANG TOWER INDUSTRY Co Ltd
Priority to CN201320534129.1U priority Critical patent/CN203420508U/en
Application granted granted Critical
Publication of CN203420508U publication Critical patent/CN203420508U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Aerials With Secondary Devices (AREA)

Abstract

An integrated structure of an omni-directional beacon reflecting net and a steel structure shelter comprises a reflecting net foundation (1), a reflecting net support (2), a reflecting net (3), an antenna oscillator (4) and a communication machine room (5). The integrated structure is characterized in that the reflecting net foundation (1) is composed of a set of basic pile foundations distributed on inner circle rectangular corners and outer circle rectangular corners; the reflecting net support (2) comprises an inner circle lattice steel frame and an outer circle lattice steel frame, outer circle supporting stand columns (2.12) and inner circle supporting stand columns (2.11) are connected through diagonal bracing members (2.3), and the tops of the lattice steel frames are connected with centrosymmetric cantilevered steel trusses (2.2); the communication machine room (5) is the steel structure shelter with the bottom area smaller than the enclosure area of the inner circle supporting stand columns (2.12), and a walking ladder (7) is arranged between the steel structure shelter and the ground. The integrated structure of the omni-directional beacon reflecting net and the steel structure shelter not only solves foundation construction problems and the contradiction caused by and cross construction of the machine room and the reflecting net in the constructing process of a traditional omni-directional beacon reflecting net, but also solves the problems of construction difficulty of a high-rise machine room and stability of the overall structure brought by the height requirements.

Description

Nodirectional beacon reflector net and steel work shelter integral structure
Technical field
The utility model relates to a kind of reflector net structure, particularly a kind of airport navigation reflector net structure.
Background technology
DVOR nodirectional beacon reflector net, with the supporting requisite reception of transmitter and reflect the antenna assembly of airborne signal in Civil Aviation System, general construction near each guidance station airfield runway outside and on flight air route, 300 kilometers of left and right of spacing, provide the navigation information of exact position to aircraft on while taking off and air route.
Traditional DVOR nodirectional beacon reflector net facility is generally comprised of five parts:
1) reflector net basis: 25 steel columns of traditional earth mat, the every corresponding basis of steel column, basic circular distribution, 1 of branch center patten, 8, inner ring basis, 16, basis, outer ring;
2) reflector net support: for avoiding around obstacle and landform to exert an influence to signal, the consideration that communications equipment room will be installed based on net sheet bottom, net sheet should be risen to certain altitude, by steel structure support and top girder steel, come supporting network sheet and antenna package system, general 1 central post, 8 interior loop pillars and the 16 outer loop pillars of adopting of prior art scheme, amount to 25 posts and support;
3) reflector net: the steel work net sheet of diameter 26 m ~ 40 m, by the little net sheet of wide approximately 1 m of some block lengths approximately 2 m, combined, little net sheet adopts band steel and twisting square steel to combine, and is similar to steel graticule mesh.According to designing requirement, reflector net diameter can be adjusted by actual demand;
4) antenna a period of time: be positioned at net sheet top, be connected with Antenna Orbit, be included in uniform on circumference 48 and 1 of home position and amount to 49 antenna a period of time, for reception and the transmitting of navigation signal, general directly purchase from overseas specialized company;
5) communications equipment room: machine room is positioned near the position of reflector net carriage center, be used for laying communication apparatus, the general concrete machine room that adopts, antenna a period of time passes the signal to communications equipment room by feeder line, because signal has decay when transmitting by feeder line, therefore feeder line length is had to strict requirement, generally should guarantee that machine room top and reflector net distance are not more than 1.2 meters.Therefore along with reflector net elevated height, machine room need to promote in the lump.
Along with modernization construction process is accelerated, various industrial construction and resident's building are day by day serious to stopping of signal, the height of the DVOR nodirectional beacon reflector net that Civil Aviation System is used at present can not meet the demands, in the urgent need to increasing the height of reflector net structure, the problem stopping to solve signal.
The problem existing in DVOR nodirectional beacon reflector net construction at present mainly contains:
1 increases the construction problem of highly bringing
1) Construction Problems of High-rise Concrete machine room
For reducing the decay of feeder line signal transmission, require the distance on reflector net plan range machine room top can not be greater than 1.2m, therefore have to build and the reflector net concrete machine room of equal height almost, concrete machine room height is higher, integral construction cost is larger, and the cycle is longer, almost becomes how much multiples to increase; And cement machine room produces adverse influence to the layout of steel work reflector net support; In addition, cement material belongs to highly energy-consuming, high pollution material, can not recycle, and except top is as machine room, bottom space is wasted completely, can not meet energy-conserving and environment-protective requirement.
2) global stability problem of structure
Existing reflector net height is generally between 4.5 m ~ 20 m, utilize 1 central post, 8 interior loop pillars and 16 outer loop pillars and top girder steel come supporting network sheet and Antenna Orbit etc. jointly, between interior column jacket and central post due to the impact of cement machine room, can not form effective oblique pull supports, integrated steel-structure can not form stable truss, can only rely on the node rigidity between top girder steel and steel column to resist displacement, if highly continued, increase, only depend on existing bent structure form to resist the top displacement that wind load causes, very easily produce the situation of insufficient rigidity, cause displacement bigger than normal, can not meet antenna technological requirement, affect elevated height construction.
2 reflector net foundation construction problems
Existing reflector net facility basic point has 25, and rounded layout, and floor space is large, when practice of construction, because quantity is many, and angle is different, location difficulty, be easy to occur basic deviation, come to follow-up earth mat mounting strap difficult, affect the installation accuracy of girder steel and net sheet in follow-up construction.
The problem that 3 communication machine rooms and reflector net crossed construction produce
Original DVOR nodirectional beacon reflector net, reflector net support separates design and construction with cement machine room, because cement machine room need be placed near position reflector net carriage center, there is on the one hand crossed construction, there is on the other hand collision when the central post of former reflector net support and cement machine room, in addition,, in practice of construction, cement machine room affects the layout of reflector net support.
Utility model content
The utility model provides a kind of nodirectional beacon reflector net and steel work shelter integral structure, not only solve the contradiction of foundation construction problem in building of traditional DVOR nodirectional beacon reflector net and machine room and the generation of reflector net crossed construction, also solve the new difficult problem of construction of bringing due to height requirement at present simultaneously, comprise construction difficulty and the integrally-built stability problem of High-rise Concrete machine room.
The utility model solves the technical scheme that its technical problem adopts:
A kind of nodirectional beacon reflector net and steel work shelter integral structure, comprise reflector net basis, be connected to reflector net support on reflector net basis, be connected in the reflector net of reflector net cantilever tip, the antenna a period of time being connected with reflector net by being arranged on the slide rail of reflector net end face, and the communication machine room that is positioned at reflector net carriage center, it is characterized in that:
Described reflector net basis is the basic pile foundation that inside and outside two circles distribute with one heart, and its inner ring pile foundation is distributed in the surrounding of little rectangle region, and its outer ring pile foundation is distributed in the surrounding of large rectangle region;
In described reflector net support is, the lattice steelframe of outer two circle interconnection, the lower end of every support post of described lattice steelframe connects with corresponding basic pile foundation, between inner ring support post and outer ring support post, by bevel support member, be connected, the top of described lattice steelframe is connected with centrosymmetric Steel Cantilever Truss, the end face of described Steel Cantilever Truss is connected with support steel beam, the end face of described support steel beam is connected with reflector net, the distance at the network plane distance communication machine room top of described reflector net is not more than 1.2m, between described inner ring support post and adjacent outer ring support post, by cross bar, interconnected, described cross bar connects lopping respectively between inner ring support post and outer ring support post, each encloses cross bar and distributes in longitudinal separation, on the superiors' cross bar of inner ring support post, be connected with steel structure platform,
Described communication machine room is the steel work shelter that floor space is less than steel structure platform area, and bottom surface and the steel structure platform of described steel work shelter are connected to one, and between described steel work shelter and ground, is connected with away ladder.
The inner ring pile foundation of described basic pile foundation has 4 at least, is distributed in four bights of little rectangle region; Described outer ring pile foundation has 8 at least, lays respectively at He Ge limit, the summit mid point of large rectangle region.
Described in described steel bevel support member be upper and lower side respectively with inner ring support post and the outer ring support post oblique brace being connected triangular in shape or steel sub-truss.
The described ladder of walking is for to be located at turn back ladder or the cocke-stair between inner ring support post, and break is fixedly installed on the girder steel of inner ring support post.
The utility model explanation has not only solved prior art and has adopted Internal and external cycle and central post totally 25 pile foundations, and floor space is large, the problem of location difficulty, adopts at least 12 pile foundations, rectangular arrangement, and location is convenient, and floor space is little; Also solve existing earth mat and be the weak problem of framed bent formula, facade complicated layout, structural strength, adopted truss supports of encorbelmenting, the minimizing of integrated member quantity, simple for structure, stability is strong; Simultaneously, for existing earth mat every face difficult arrangement, owing to having, central post exists, cement machine room is had to gets around central post, integral construction difficulty and cement machine room and stopped that interior column jacket connects, affects the problem of integral rigidity, the utility model carries out nodirectional beacon reflector net and the integrated design of steel work shelter, the direct framework of shelter is inner at steel structure support, by walking ladder, arrive Host equipment room, owing to not having central post and cement machine room to stop, inside and outside steel column can form reliable and stable triangle and connect every face, and rigidity is improved.Not only solved the contradiction of foundation construction problem in building of traditional DVOR nodirectional beacon reflector net and machine room and the generation of reflector net crossed construction, also solve the new difficult problem of construction of bringing due to height requirement at present simultaneously, comprise the Construction Problems of High-rise Concrete machine room and the global stability problem of structure etc.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the utility model integral structure;
Fig. 2 is antenna a period of time schematic diagram of the utility model integral structure;
Fig. 3 is the basic pile foundation schematic diagram of the utility model integral structure;
Fig. 4 is the supporting bracket structural representation of the utility model integral structure;
Fig. 5 is the support post of the utility model integral structure schematic diagram of arranging;
Fig. 6 is the steel work shelter of the utility model integral structure and walks terraced facade structures schematic diagram.
reference numeral:1-reflector net basis, 1.1-outer ring pile foundation, 1.2-inner ring pile foundation, 2-reflector net support, 2.1-support post, 2.11-outer ring support post, 2.12-inner ring support post, 2.2-Steel Cantilever Truss, 2.3-bevel support member, 2.4, support steel beam, 3-reflector net, 4-antenna a period of time, 5-communication machine room, 6-steel structure platform, 7-walk ladder, 8-cross bar, 9-slide rail.
The specific embodiment
As shown in Figure 1 and 2, a kind of nodirectional beacon reflector net and steel work shelter integral structure, comprise reflector net basis 1, be connected to reflector net support 2 on reflector net basis 1, be connected in the reflector net 3 on reflector net support 2 tops, the antenna a period of time 4 being connected with reflector net 3 by being arranged on the slide rail 9 of reflector net 3 end faces, and the communication machine room 5 that is positioned at reflector net support 2 centers, it is characterized in that:
Described reflector net basis 1 is the basic pile foundation that inside and outside two circles distribute with one heart, and its inner ring pile foundation 1.1 is distributed in the surrounding of little rectangle region, and its outer ring pile foundation 1.2 is distributed in the surrounding of large rectangle region;
In described reflector net support 2 is, the lattice steelframe of outer two circle interconnection, the lower end of the every support post 2.1 of described lattice steelframe connects with corresponding basic pile foundation, between inner ring support post 2.12 and outer ring support post 2.11, by steel sub-truss 2.4, be connected, the top of described lattice steelframe is connected with centrosymmetric Steel Cantilever Truss 2.2, the end face of described Steel Cantilever Truss 2.2 is connected with support steel beam 2.4, the end face of described support steel beam 2.4 is connected with reflector net 3, the distance at network plane distance communication machine room 5 tops of described reflector net 3 is not more than 1.2m, between described inner ring support post 2.12 and adjacent outer ring support post 2.11, by cross bar 8, interconnected, described cross bar 8 connects lopping respectively between inner ring support post and outer ring support post, each encloses cross bar and distributes in longitudinal separation, on the superiors' cross bar of inner ring support post, be connected with steel structure platform 6,
Described communication machine room 5 is less than the steel work shelter of steel structure platform area for floor space, and the bottom surface of described steel work shelter and steel structure platform 6 are connected to one, and are connected with away ladder 7 between described steel work shelter and ground.
The described ladder 7 of walking is for to be located at turn back ladder or the cocke-stair between inner ring support post 2.12, and break is fixedly installed on the girder steel of inner ring support post 2.12.
As shown in Figure 3, the inner ring pile foundation 1.2 of basic pile foundation described in the utility model has 4 at least, is distributed in four bights of little rectangle region; Described outer ring pile foundation 1.1 has 8 at least, lays respectively at He Ge limit, the summit mid point of large rectangle region, and foundation construction difficulty reduces, pile foundation quantity reduces, and quadrate layout, is convenient to location construction, whole floor space is less than traditional earth mat basis takes up an area, and space utilization is more efficient.
As shown in Fig. 4 ~ 5, described bevel support member 2.3 is brace or steel sub-truss, upper and lower side respectively with inner ring support post 2.12 and outer ring support post 2.11 oblique connection triangular in shape, do not had cement machine room to stop, be arranged at the Steel Cantilever Truss 2.2 on the top of described reflector net support 2, steel structure support changes trussed construction into by bent structure, facade adopts and is rigidly connected, form and stablize truss, the connection of tabula face also all forms rock-steady structure, effectively reduce member slenderness ratio, and overall structure form meets the calculation requirement of structural calculation software more, it is more accurate that stressed and displacement is calculated, can better control the utilization of material and the safety of structure, integral rigidity significantly promotes, structural stability increases, top antenna horizontal movement reduces, meet the technological requirement of DVOR antenna.
As shown in Figure 6, adopt DVOR nodirectional beacon reflector net and the integrated design of steel work shelter: cast off original cement machine room scheme once and for all, change steel work shelter into, steel work shelter is placed on to reflector net internal stent, between four pillars, add steel structure platform 6 and hold up shelter, with steel structure platform 6, increase, steel work shelter height can arbitrarily raise, due to all lateral support are moved outward, do not affect internal steel structure shelter and walk terraced 7 position.
In the utility model, whole members of reflector net support and steel work shelter are factory normalization production, and there are reliable guarantee product quality and production cycle, thereby shorten the whole construction period; In addition, all member is all with bolts, removable detachable, conveniently moves, and can reuse, and meets the requirement of environmental protection and energy saving; Finally, reflector net and steel work shelter carry out integrated design making, efficiently solve the contradiction that machine room and reflector net crossed construction produce.

Claims (4)

1. a nodirectional beacon reflector net and steel work shelter integral structure, comprise reflector net basis (1), be connected to reflector net support (2) on reflector net basis (1), be connected in the reflector net (3) on reflector net support (2) top, the antenna a period of time (4) being connected with reflector net (3) by being arranged on the slide rail (9) of reflector net (3) end face, and the communication machine room (5) that is positioned at reflector net support (2) center, it is characterized in that:
Described reflector net basis (1) is the basic pile foundation that inside and outside two circles distribute with one heart, and its inner ring pile foundation (1.1) is distributed in the surrounding of little rectangle region, and its outer ring pile foundation (1.2) is distributed in the surrounding of large rectangle region;
In described reflector net support (2) is, the lattice steelframe of outer two circle interconnection, the lower end of the every support post (2.1) of described lattice steelframe connects with corresponding basic pile foundation, between inner ring support post (2.12) and outer ring support post (2.11), by bevel support member (2.3), be connected, the top of described lattice steelframe is connected with centrosymmetric Steel Cantilever Truss (2.2), the end face of described Steel Cantilever Truss (2.2) is connected with support steel beam (2.4), the end face of described support steel beam (2.4) is connected with reflector net (3), the distance at network plane distance communication machine room (5) top of described reflector net (3) is not more than 1.2m, between described inner ring support post (2.12) and adjacent outer ring support post (2.11), by cross bar (8), interconnected, described cross bar (8) connects lopping respectively between inner ring support post and outer ring support post, each encloses cross bar and distributes in longitudinal separation, on the superiors' cross bar of inner ring support post, be connected with steel structure platform (6),
Described communication machine room (5) is less than the steel work shelter of steel structure platform area for floor space, and the bottom surface of described steel work shelter and steel structure platform (6) are connected to one, and are connected with away ladder (7) between described steel work shelter and ground.
2. nodirectional beacon reflector net according to claim 2 and steel work shelter integral structure, is characterized in that: the inner ring pile foundation (1.2) of described basic pile foundation has 4 at least, is distributed in four bights of little rectangle region; Described outer ring pile foundation (1.1) has 8 at least, lays respectively at He Ge limit, the summit mid point of large rectangle region.
3. nodirectional beacon reflector net according to claim 2 and steel work shelter integral structure, is characterized in that: described bevel support member (2.3) for upper and lower side respectively with inner ring support post (2.12) and outer ring support post (2.11) the oblique brace being connected triangular in shape or steel sub-truss.
4. nodirectional beacon reflector net according to claim 3 and steel work shelter integral structure, it is characterized in that: described in walk ladder (7), for to be located at turn back ladder or the cocke-stair between inner ring support post (2.12), break be fixedly installed on the girder steel of inner ring support post (2.12).
CN201320534129.1U 2013-08-30 2013-08-30 Integrated structure of omni-directional beacon reflecting net and steel structure shelter Expired - Lifetime CN203420508U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320534129.1U CN203420508U (en) 2013-08-30 2013-08-30 Integrated structure of omni-directional beacon reflecting net and steel structure shelter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320534129.1U CN203420508U (en) 2013-08-30 2013-08-30 Integrated structure of omni-directional beacon reflecting net and steel structure shelter

Publications (1)

Publication Number Publication Date
CN203420508U true CN203420508U (en) 2014-02-05

Family

ID=50019608

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320534129.1U Expired - Lifetime CN203420508U (en) 2013-08-30 2013-08-30 Integrated structure of omni-directional beacon reflecting net and steel structure shelter

Country Status (1)

Country Link
CN (1) CN203420508U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105888056A (en) * 2014-12-24 2016-08-24 甘秀明 Assembled type truss combined column structure
CN112095787A (en) * 2020-08-28 2020-12-18 中冶(上海)钢结构科技有限公司 Embedded box column and installation method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105888056A (en) * 2014-12-24 2016-08-24 甘秀明 Assembled type truss combined column structure
CN105888056B (en) * 2014-12-24 2019-03-12 深建工程集团有限公司 Assembling truss composite column structure
CN112095787A (en) * 2020-08-28 2020-12-18 中冶(上海)钢结构科技有限公司 Embedded box column and installation method

Similar Documents

Publication Publication Date Title
CN105604334A (en) Rapid-construction method used for overall installation of large-span steel truss
CN103422701B (en) Integration structure of omni-directional range reflection net and steel-structure shelter
CN105442839A (en) Erecting method of cantilever structure formwork bent
CN203420508U (en) Integrated structure of omni-directional beacon reflecting net and steel structure shelter
CN204011737U (en) A kind of novel omnidirectional range reflector net structure
CN203891544U (en) Novel steel structure beautifying radar tower
CN204627054U (en) Major diameter superelevation nodirectional beacon reflector net and lift facility and shelter integral structure
CN203223035U (en) Unit body for combined type urgent repair tower for high voltage lines
CN103982075B (en) Steel construction is novel beautifies radar tower
CN207260605U (en) A kind of super plane structure construction material transport system
CN105244594B (en) DVOR nodirectional beacon reflector net antenna shock mitigation systems
CN214532216U (en) Integrated duplex structure of special-shaped omnidirectional beacon reflecting net and communication shelter machine room
CN114482561A (en) Steel structure roof installation method
CN104074388A (en) Element for combined type high-voltage line rush repair tower
CN204754150U (en) Dish -type node formula scaffold
CN210152320U (en) Bolt ball node type net rack jig frame
CN203383563U (en) Fast assembled communication iron tower
CN201142356Y (en) Support lever frame of communication antenna
CN204780613U (en) Pier shaft operation platform
CN203175134U (en) Truss used for lifting electric transmission line tower connecting legs
CN202945831U (en) Rapid construction type integrated assembling communication base station
CN111188489A (en) External frame-free safety protection structure of fabricated building and construction method thereof
CN103453219B (en) Cable crosses the river crane span structure
CN205452514U (en) Adopt novel installation to maintain shortwave antenna system of platform
CN203500656U (en) River-crossing bridge frame for cables

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20140205