CN105244594B - DVOR nodirectional beacon reflector net antenna shock mitigation systems - Google Patents

DVOR nodirectional beacon reflector net antenna shock mitigation systems Download PDF

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Publication number
CN105244594B
CN105244594B CN201510735373.8A CN201510735373A CN105244594B CN 105244594 B CN105244594 B CN 105244594B CN 201510735373 A CN201510735373 A CN 201510735373A CN 105244594 B CN105244594 B CN 105244594B
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reflector net
steel plate
antenna
reflector
nodirectional
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CN105244594A (en
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贾国栋
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HENGSHUI TONGGUANG TOWER INDUSTRY Co Ltd
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HENGSHUI TONGGUANG TOWER INDUSTRY Co Ltd
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Abstract

A kind of DVOR nodirectional beacons reflector net antenna shock mitigation system, it is provided with shock mount one between two pillars up and down of its reflector net holder, shock mount two is set between reflector net and Antenna Orbit, and two shock mounts are all the high-damping rubber gaskets for being built-in with gasket lining steel plate.Reasonable design of the present invention, it is easy for installation, install rear ageing of rubber easily with replacement, by the way that shock mount one is arranged between girder steel and track, fundamentally avoid contact of the mesh sheet with track, problem is trampled when avoiding maintenance or construction, shock mount is as damper, it is consumed energy by inside, effectively offset wind load under severe weather conditions influences caused by track antenna, reduce the vibration frequency and number of Antenna Orbit, and Antenna Orbit and reflector net girder steel are effectively isolated out, it avoids causing to resonate with reflector net same frequency, shock mount two is not under the premise of influencing structural strength, increase the natural vibration period of structure, reduce the vibration frequency of structure.

Description

DVOR nodirectional beacon reflector net antenna shock mitigation systems
Technical field
The present invention relates to the antenna assemblies that airborne signal is received and reflected in Civil Aviation System, and in particular to a kind of DVOR omnidirectionals Beacon reflector net antenna shock mitigation system.
Background technology
DVOR nodirectional beacon reflector nets be in Civil Aviation System with transmitting coordinative composition of equipments it is essential reception and reflect aircraft The antenna assembly of signal, general construction is on each guidance station on the outside of airfield runway nearby and in flight route, 300 kilometers of spacing Left and right, the navigation information for providing exact position to aircraft when taking off and on air route, works in very high frequency band, using more General Le principle provides magnetic azimuth information of the aircraft equipped with relevant device relative to the ground installation.
Existing DVOR nodirectional beacons reflector net is made of 5 parts:
1)Antenna element:Above mesh sheet, it is connected with Antenna Orbit, includes the diameter centered on the mesh sheet center of circle 1 antenna element of 48 uniformly distributed antenna element and center location on 13.5m circumference amounts to 49, acts on navigation signal Reception and transmitting, generally by company of civil aviaton directly from overseas specialized company purchase;
2)Antenna Orbit:Include the antenna element support column of track and rail superior portion, be used for fixed antenna a period of time, and with it is anti- Penetrate net connection;
3)Reflector net:The usually steel construction mesh sheet of 26~40m of diameter is about the rule of 1.5*1.5m by several block length * wide Then mesh sheet is composed, and according to design requirement, diameter can adjust, and act on the reflection of navigation signal;
4)Reflector net holder:To avoid, landform and surrounding obstacle have an impact signal and mesh sheet lower part will install communication The considerations of computer room, at present generally promotes mesh sheet to certain altitude, crosses steel structure support and top girder steel support mesh sheet and the whole series Antenna system, the no general hoisting depth of particular/special requirement are 4.5 meters, ensure that signal does not block;
5)Monitoring system:When following any case occurs, monitoring system should have corresponding alarm to indicate, and to control System and exchange system, which are sent out, accuses general signal, to generate the actions such as change planes or shut down:
A--- azimuth accuracies change more than 1 degree;
B---30Hz reference phase signal level decrease beyond 15%;
C--- subcarriers 9960H:Signal level decrease beyond 15%;
D--- radio frequency power outputs decrease beyond 20%;
E--- identification signals loss is continuous;
F--- sidebands radiate two axisymmetrical antenna failures (Doppler VHF omnirange);
6)Communications equipment room:Computer room is located near mesh sheet lower central, is mounted on reflector net holder, is set for placing communication It is standby, concrete computer room is generally used, antenna element passes the signal to communications equipment room by feeder line, since feeder line declines when transmitting signal Lapse rate is higher, therefore has strict requirements to feed line length, generally should ensure that computer room apex distance off-network piece is not more than 1.2 meters.
The connection type of traditional reflective net antenna mainly causes following two points problem:
1)Track is directly connected to mesh sheet, and trampling during constructing or overhauling be easy to cause Antenna Orbit certain shadow It rings, causes the shaking and displacement of antenna, influence the precision of aerial signal;
2)To meet the requirement of development of urban planning, reflection net height the more is built the more high, and extreme weather happens occasionally, to reflection The fixation of the antenna equipment of net causes unprecedented pressure, due to not effective isolation measure, even rigidities such as reflector net, track in addition It is very big, cause larger vibration frequency and amplitude, and existing antenna equipment requires vibration frequency to should be less than 2HZ, amplitude is less than 1 Degree, thus seriously affects device signal, causes to challenge to the aircraft navigation under inclement weather conditions.
Therefore, there is an urgent need for a kind of novel DVOR nodirectional beacon reflector net antenna shock mitigation systems at present.
Invention content
The purpose of the present invention is to provide a kind of nodirectional beacon reflector net antenna shock mitigation systems, by reflector net pillar Shock mount is effectively set between lower flange between girder steel and track, vibration frequency and amplitude are effectively reduced, antenna is made to reach To requirement, stepping on during prior art nodirectional beacon reflector net middle orbit is directly connected to mesh sheet, constructs or overhauls is solved The day stepped on the shaking for causing antenna and displacement, influence the technical issues of precision of aerial signal and extreme weather to reflector net The fixation of line equipment cause unprecedented pressure, due to not effective isolation measure in addition the even rigidities such as reflector net and track it is very big, Cause larger vibration frequency and amplitude, seriously affects device signal, the aircraft navigation under inclement weather conditions is caused to challenge Technical barrier.
To realize the above-mentioned technical purpose, the present invention adopts the following technical scheme that:
A kind of DVOR nodirectional beacons reflector net antenna shock mitigation system, nodirectional beacon reflector net therein include anti-from bottom to top Penetrate net basis, reflector net holder, reflector net, Antenna Orbit, antenna support and antenna element, the reflector net holder by pillar, Cross bar and diagonal brace composition, the reflector net include bottom reflector net girder steel for fixing and are fixed on anti-on reflector net girder steel Penetrate mesh sheet, it is characterised in that:It is provided with shock mount one between two pillars up and down of the reflector net holder;The reflector net Shock mount two is set between Antenna Orbit.
Two reflector net pillars are connected and fixed by ring flange up and down as a preferred technical solution, the ring flange Upper steel plate is inverted U-shape, and lower steel plate is "-" type, and lower steel plate level is socketed in edge in the alphabetical mouth of upper steel plate inverted U-shape, described Shock mount one is in the ring flange, between upper steel plate and lower steel plate.
The shock mount two totally ten six, is evenly arranged along Antenna Orbit annular.
Further, the shock mount one is the high-damping rubber gasket for being built-in with gasket lining steel plate, the gasket Lining steel plate is at least a piece of.
Further, the high-damping rubber gasket is the circle being adapted with ring flange internal cavity shape, thickness model It encloses for 6cm~9cm.
Further, the rubber block lining steel plate has 2, and plate face is horizontal, and the distance between adjacent panels are 2~4cm.
Preferably, the shock mount is second is that be built-in with the high-damping rubber block of rubber block lining steel plate, the rubber block Lining steel plate is at least a piece of.
Preferably, a built-in fixation steel plate is set respectively close to upper and lower surface in the high-damping rubber block, in high resistant It is close to upper and lower surface outside Buddhist nun's rubber block and sets a peripheral hardware fixation steel plate respectively, built-in fixation steel plate and the peripheral hardware of upper and lower surface is fixed Steel plate is bolted respectively.
Preferably, the peripheral hardware fixation steel plate of upper surface connects with high-damping rubber block track above fixation steel plate bolt is placed in It connects, the track fixation steel plate is fixedly connected with Antenna Orbit above;The peripheral hardware fixation steel plate of lower surface and it is placed in high-damping Reflector net girder steel fixation steel plate below rubber block is bolted, the reflector net girder steel fixation steel plate and following reflector net Reflector net girder steel is bolted.
Preferably, the high-damping rubber block is rectangular block, and thickness is 10~20cm.
It is furthermore preferred that the rubber block lining steel plate has 4, plate face is horizontal, and the distance between adjacent panels are 2~4cm.
The prior art is compared, the technical advantages of the present invention are that:
1, by being arranged shock mount one between girder steel and track, the high orbit altitude of frame fundamentally avoids net Contact of the piece with track, also just there is no trample problem when maintenance or construction;
2, damping device is consumed energy as a damper by inside, effectively offsets wind load pair under severe weather conditions Influence, reduces the vibration frequency and number of Antenna Orbit, and Antenna Orbit and reflector net girder steel are had caused by track antenna Effect is kept apart, and avoids causing to resonate with reflector net same frequency;
3, by the way that shock mount two is arranged between reflector net pillar ring flange, under the premise of not influencing structural strength, The natural vibration period for increasing structure, further decrease the vibration frequency of structure;
4, reasonable design, it is easy for installation, install rear ageing of rubber easily with replacement.
The present invention passes through between the ring flange that reflector net pillar is vertically connected with and between reflector net girder steel and Antenna Orbit Effectively setting shock mount, reduces vibration frequency and amplitude, nodirectional beacon reflector net is made to meet requirement.Domestic high resistant shock insulation Rubber support is also known as HDR bearings according to the national standard GB20688 products designed, it is that various compounding agents are added in natural rubber, For improving the damping capacity of rubber(Increase hysteresis loss, reduces its storage modulu), then there is damping using this Rubber made of with a kind of General Purpose Rubber seat structure laminated product that approximately steel plate and rubber are made up of heat cure.It should Product isolation property is good, applied widely, is the higher novel bridge of a cost performance and building construction product.Because of its processing system Make simple for process, product mechanical property is reliable, is widely used and develops after 5.12 violent earthquakes.
Description of the drawings
Fig. 1 is the arrangement schematic diagram on the reflector net basis 1 of DVOR nodirectional beacons reflector net of the present invention;
Fig. 2 is the overall structure diagram on the reflector net basis of DVOR nodirectional beacons reflector net of the present invention;
Fig. 3 is the overall structure diagram of reflector net holder 2 of the present invention;
Fig. 4 is to carry out the structural schematic diagram that ring flange 3 connects between two adjacent two root posts 21 up and down in the prior art;
Fig. 5 is the structural schematic diagram of the present invention that shock mount 1 is installed between upper and lower two adjacent two root posts 21;
Fig. 6 is the plan structure signal of the reflector net 6 and Antenna Orbit 7 of DVOR nodirectional beacons reflector net of the present invention Figure;
Fig. 7 is the structural schematic diagram that reflector net 6 is connect with Antenna Orbit 7 in the prior art;
Fig. 8 is the structural schematic diagram of the present invention that shock mount 29 is arranged between reflector net 6 and Antenna Orbit 7;
Fig. 9 is the connection diagram of shock mount 29 of the present invention.
Reference numeral:1- reflector nets basis, 2- reflector nets holder, 21- pillars, 22- diagonal braces, 23- cross bars, 3- ring flanges, 31- upper steel plates, 32- lower steel plates, 33- flanges are in connecting bolt, 4- shock mounts one, 41- high-damping rubbers gasket, 42- gaskets Lined steel plate, 5- communication machine rooms, 6- reflector nets, 61- reflector nets girder steel, 62- reflections mesh sheet, 7- Antenna Orbits, 8- antenna supports, 9- Shock mount two, 91- high-damping rubbers block, 92- rubber blocks lining steel plate, fixation steel plate built in 93-, 94- peripheral hardwares fixation steel plate, 10- tracks fixation steel plate, 11- lightning rods, 12- reflector net girder steels fixation steel plate, 13- reflector nets connection bolt, 14- antenna arrays Son, 15- lightning rods.
Specific implementation mode
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and It is non-to be used to limit the scope of the present invention.
Such as Fig. 1 and 2, a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system, nodirectional beacon reflector net therein is under And upper includes reflector net basis 1, reflector net holder 2, reflector net 6, Antenna Orbit 7, antenna support 8 and antenna element 14, communication Among the reflector net holder 2 that computer room 5 is arranged under reflector net, in addition, four angles in reflector net are additionally provided with lightning rod 11 etc. Auxiliary equipment, the arrangement such as Fig. 1 on reflector net basis 1, rounded inside and outside bilayer arrangement, the reflector net holder 2 is by pillar 21, cross bar 23 and diagonal brace 22 form, specifically as shown in figure 3, upper and lower two reflector net pillars 2 are connected and fixed by ring flange 3, figure 4 be to carry out the structural schematic diagram that ring flange 3 connects between two adjacent two root posts 21 up and down in the prior art, and Fig. 5 is that the present invention relates to And the structural schematic diagram that shock mount 1 is installed between upper and lower two adjacent two root posts 21, compared with the existing technology, the present invention Shock mount 1 is set between upper and lower two pillars 21, and the shock mount 1 is in the ring flange 3, ring flange 3 Upper steel plate 31 be inverted U-shape, lower steel plate is "-" type, and lower steel plate level is socketed in edge in the mother-son mouth of upper steel plate inverted U-shape, Connecting bolt 33 is realized using flange and is docked, between upper steel plate 31 and lower steel plate 32, the shock mount 1 is to be built-in with The high-damping rubber gasket 41 of gasket lining steel plate 42, the gasket lining steel plate 42 is at least a piece of, the high-damping rubber Gasket 41 is the circle being adapted with 3 internal cavity shape of ring flange, and thickness range is 6~9cm, the rubber block lining steel plate 42 have 2, and plate face is horizontal, and the distance between adjacent panels are 2~4cm, preferably 3cm.
It is illustrated in figure 6 the reflector net 6 of DVOR nodirectional beacons reflector net of the present invention and the vertical view knot of Antenna Orbit 7 Structure schematic diagram, wherein the reflector net 6 includes bottom reflector net girder steel 61 for fixing and is fixed on reflector net girder steel Mesh sheet 62 is reflected, Antenna Orbit 7 is circular orbit, and Fig. 7 is that the structure that reflector net 6 is connect with Antenna Orbit 7 in the prior art is shown It is intended to;Fig. 8 is the structural schematic diagram of the present invention that shock mount 29 is arranged between reflector net 6 and Antenna Orbit 7;Fig. 9 It is the connection diagram of shock mount 29 of the present invention, comparison diagram 7 and Fig. 8 and 9, compared with the existing technology, the present invention exists Shock mount 29 is set between the reflector net 6 and Antenna Orbit 7.The shock mount 29 totally ten six, along Antenna Orbit 7 Annular is evenly arranged.The shock mount 29 is the high-damping rubber block 91 for being built-in with rubber block lining steel plate 92, the rubber Block lining steel plate 92 is at least a piece of.It is set respectively close to upper and lower surface in the high-damping rubber block 91 and fixes steel built in one Plate 93 is close to upper and lower surface outside high-damping rubber block 91 and sets a peripheral hardware fixation steel plate 94 respectively, upper and lower surface it is built-in solid Determine steel plate 93 to be bolted respectively with peripheral hardware fixation steel plate 94.The peripheral hardware fixation steel plate 94 of upper surface and it is placed in high-damping rubber block 91 track above fixation steel plates 10 are bolted, and the track fixation steel plate 10 is fixedly connected with Antenna Orbit 7 above;Under The peripheral hardware fixation steel plate 94 on surface passes through reflector net with the reflector net girder steel fixation steel plate 12 being placed in below high-damping rubber block 91 Connection bolt 13 is fixedly connected, 61 bolt of reflector net girder steel of the reflector net girder steel fixation steel plate 12 and following reflector net 6 Connection.The high-damping rubber block 91 is cylindrical piece, and thickness is 10~20cm, preferably 15cm.The rubber block lining steel plate 92 have 4, and plate face is horizontal, and the distance between adjacent panels are 2~4cm, preferably 3cm.
About the position that damping device is arranged in reflector net, it is included in:1- reflector nets pillar 21 and reflector net basis 1,2- Between the ring flange 3 of reflector net pillar 21, between 3- reflector nets pillar 21 and reflector net girder steel 61,4- reflector nets girder steel 6 and day Between trajectory 7, between 5- Antenna Orbits 7 and antenna support 8, wherein first three items are that the damping of reflector net steel construction itself is arranged One kind can be classified as by applying, and easy for construction between the ring flange 3 of reflector net pillar 21, effect is good;In two next, due to merely Shake influences very little, and one earthquake will not occur for even upper a century of general decades, it is main or from wind shake angle and construction, Mesh sheet during maintenance is trampled impacts aspect progress in-depth study to antenna.In view of feasibility of constructing, final choice Second set-point of the position that reflector net girder steel 61 is connect with Antenna Orbit 7 as damping device, relative to Antenna Orbit 7 with The link position of antenna support 8, the connecting node between Antenna Orbit 7 and reflector net girder steel 61 is relatively fewer, with novel at present For reflector net, the fixed point of track has 20, and 48 tie points than track and antenna support are one times few, and due to track with Antenna support connection, which needs adjustment height and the bolt of diameter, to be influenced, unsuitable installing damping device.To sum up consider, in steel It is the most feasible that beam and track connecting node position increase damping device.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and Within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.

Claims (9)

1. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system, nodirectional beacon reflector net therein includes reflection from bottom to top Net basis(1), reflector net holder(2), reflector net(6), Antenna Orbit(7), antenna support(8)And antenna element(14), described Reflector net holder(2)By pillar(21), cross bar(23)And diagonal brace(22)Composition, the reflector net(6)Including bottom for fixing Reflector net girder steel(61)With the reflection mesh sheet being fixed on reflector net girder steel(62), it is characterised in that:The reflector net holder (2)Two pillars up and down(21)Between be provided with shock mount one(4);The reflector net(6)With Antenna Orbit(7)Between set Set shock mount two(9);Upper and lower two reflector net pillars(2)Pass through ring flange(3)It is connected and fixed, the ring flange(3)It is upper Steel plate(31)For inverted U-shape, lower steel plate is "-" type, and lower steel plate level is socketed in edge in the alphabetical mouth of upper steel plate inverted U-shape, institute State shock mount one(4)Embedded in the ring flange(3)It is interior, it is located at upper steel plate(31)And lower steel plate(32)Between;
The shock mount two(9)Totally ten six, along Antenna Orbit(7)Annular is evenly arranged.
2. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 1, it is characterised in that:It is described to subtract Shake bearing one(4)It is to be built-in with gasket lining steel plate(42)High-damping rubber gasket(41), the gasket lining steel plate(42) It is at least a piece of.
3. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 2, it is characterised in that:The height Damping rubber gasket(41)For with ring flange(3)The adaptable circular gasket of internal cavity shape, thickness range are 6~9cm.
4. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 2, it is characterised in that:The rubber Blob of viscose lining steel plate(42)There are 2, plate face is horizontal, and the distance between adjacent panels are 2~4cm.
5. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 1, it is characterised in that:It is described to subtract Shake bearing two(9)It is to be built-in with rubber block lining steel plate(92)High-damping rubber block(91), the rubber block lining steel plate (92)It is at least a piece of.
6. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 5, it is characterised in that:Described High-damping rubber block(91)Interior close upper and lower surface sets a built-in fixation steel plate respectively(93), in high-damping rubber block(91)Outside It is close to upper and lower surface and sets a peripheral hardware fixation steel plate respectively(94), the built-in fixation steel plate of upper and lower surface(93)Steel is fixed with peripheral hardware Plate(94)It is bolted respectively.
7. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 6, it is characterised in that:Upper surface Peripheral hardware fixation steel plate(94)Be placed in high-damping rubber block(91)Track above fixation steel plate(10)It is bolted, the rail Road fixation steel plate(10)With Antenna Orbit above(7)It is fixedly connected;The peripheral hardware fixation steel plate of lower surface(94)Be placed in high resistant Buddhist nun's rubber block(91)Following reflector net girder steel fixation steel plate(12)It is bolted, the reflector net girder steel fixation steel plate(12)With Following reflector net(6)Reflector net girder steel(61)It is bolted.
8. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 6, it is characterised in that:The height Damping rubber block(91)For rectangular block, thickness is 10~20cm.
9. a kind of DVOR nodirectional beacons reflector net antenna shock mitigation system according to claim 5-8 any one, feature It is:The rubber block lining steel plate(92)There are 4, plate face is horizontal, and the distance between adjacent panels are 2~4cm.
CN201510735373.8A 2015-11-03 2015-11-03 DVOR nodirectional beacon reflector net antenna shock mitigation systems Active CN105244594B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106960998A (en) * 2017-03-31 2017-07-18 西安星展测控科技股份有限公司 A kind of damping flange for base of satellite antenna
CN113447966B (en) * 2021-08-19 2023-03-24 北京云恒科技研究院有限公司 Protection method for navigation signal receiver

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200975036Y (en) * 2006-10-13 2007-11-14 北京工业大学 Bidirectional shearing type vibrating device
CN201722601U (en) * 2010-06-30 2011-01-26 江苏扬州合力橡胶制品有限公司 Vibration isolating bridge bearing
CN202176022U (en) * 2011-07-05 2012-03-28 上海建筑设计研究院有限公司 Vibration damping and shock insulation supporting seat
CN103422701A (en) * 2013-08-30 2013-12-04 衡水通广塔业有限公司 Integration structure of omni-directional range reflection net and steel-structure shelter
CN103854836A (en) * 2014-03-31 2014-06-11 天津市农工商宏达总公司 Novel base-type transformer damping structure
CN204011737U (en) * 2014-06-05 2014-12-10 衡水通广塔业有限公司 A kind of novel omnidirectional range reflector net structure
CN104747385A (en) * 2015-03-13 2015-07-01 同济大学 Wind turbine generator set tower laminated annular rubber vibration isolation device
CN204592110U (en) * 2015-04-23 2015-08-26 中国电子工程设计院 A kind of high-low temperature chamber low-frequency vibration suppresses project organization

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200975036Y (en) * 2006-10-13 2007-11-14 北京工业大学 Bidirectional shearing type vibrating device
CN201722601U (en) * 2010-06-30 2011-01-26 江苏扬州合力橡胶制品有限公司 Vibration isolating bridge bearing
CN202176022U (en) * 2011-07-05 2012-03-28 上海建筑设计研究院有限公司 Vibration damping and shock insulation supporting seat
CN103422701A (en) * 2013-08-30 2013-12-04 衡水通广塔业有限公司 Integration structure of omni-directional range reflection net and steel-structure shelter
CN103854836A (en) * 2014-03-31 2014-06-11 天津市农工商宏达总公司 Novel base-type transformer damping structure
CN204011737U (en) * 2014-06-05 2014-12-10 衡水通广塔业有限公司 A kind of novel omnidirectional range reflector net structure
CN104747385A (en) * 2015-03-13 2015-07-01 同济大学 Wind turbine generator set tower laminated annular rubber vibration isolation device
CN204592110U (en) * 2015-04-23 2015-08-26 中国电子工程设计院 A kind of high-low temperature chamber low-frequency vibration suppresses project organization

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