CN108842533A - Empty iron series system - Google Patents

Empty iron series system Download PDF

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Publication number
CN108842533A
CN108842533A CN201810804947.6A CN201810804947A CN108842533A CN 108842533 A CN108842533 A CN 108842533A CN 201810804947 A CN201810804947 A CN 201810804947A CN 108842533 A CN108842533 A CN 108842533A
Authority
CN
China
Prior art keywords
track
track girder
cantilever
iron series
girder
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.)
Pending
Application number
CN201810804947.6A
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Chinese (zh)
Inventor
王鑫敏
张敏
武长虹
孙继辉
陈加岗
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.)
China Construction Air Beijing Technology Co Ltd
Original Assignee
China Construction Air Beijing Technology 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 China Construction Air Beijing Technology Co Ltd filed Critical China Construction Air Beijing Technology Co Ltd
Priority to CN201810804947.6A priority Critical patent/CN108842533A/en
Publication of CN108842533A publication Critical patent/CN108842533A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/08Tracks for mono-rails with centre of gravity of vehicle above the load-bearing rail
    • E01B25/10Mono-rails; Auxiliary balancing rails; Supports or connections for rails
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/22Tracks for railways with the vehicle suspended from rigid supporting rails
    • E01B25/24Supporting rails; Auxiliary balancing rails; Supports or connections for rails

Abstract

The invention belongs to empty iron series system technical fields, it is intended to limitation of the two-wire track beam structure of solution sky iron series system vulnerable to horizontal space, so as to cause the waste of empty iron series system erection increased costs and ground space, and then the problem of influence sky iron System Development.Thus, the present invention provides a kind of empty iron series system, empty iron series system includes support post, the first track girder, the second track girder, the first track train and the second track train, first track girder is located at the top of the second track girder, first track train rides on above the first track girder and can travel along the first track girder, and the second track train is suspended below the second track girder and can travel along the second track girder.By the way that the first track girder to be arranged in the top of the second track girder, determinants space can be reduced, is fully utilized vertical space, it is more advantageous to the arrangement of the track girder of sky iron series system, also, the arrangement form for enriching the track girder of sky iron series system, is more advantageous to the development of sky iron series system.

Description

Empty iron series system
Technical field
The invention belongs to empty iron series system technical fields, specifically provide a kind of empty iron series system.
Background technique
Empty iron series system, i.e. hanging type aerial Rail Transit System, different from subway and tramcar, the track of empty iron is arranging The top of vehicle, train are suspended on walking below track.Empty iron can move to the traffic on ground in the air, have without extending city Existing highway facilities are the advantage that can be relieved urban transportation problem.Especially in recent years, empty iron has begun in some cities It comes into operation in city.
It comes into operation although empty iron series system has begun, still there are some problems in existing sky iron series system, for example, Existing sky iron series system is single layer track beam structure, i.e., is provided with a track girder, empty iron series system single line in support post side Operation can only respectively set up a track girder in the two sides of support post, however, double if empty iron series system needs two-wire to run Trajectory girder construction needs to occupy biggish horizontal space, when horizontal space is limited, for example, needing when between two skyscrapers Set up two train rails, and the reserved space between the two skyscrapers than it is relatively limited when, designer just can only It will wherein a track change one's course of action.But set up a new-track beam just need to install on the ground again it is multiple for branch The support post of this track girder is supportted, the erection of this sky iron series system is not only needed using a large amount of support post, but also meeting Cause the waste of ground space.Therefore, this status not only results in the increase for setting up cost, can also seriously affect sky iron series system Development.
Therefore, this field needs a kind of new empty iron series to unite to solve the above problems.
Summary of the invention
In order to solve the above problem in the prior art, in order to which the two-wire track beam structure for solving existing empty iron series system is easy It is limited by horizontal space, unites so as to cause empty iron series and set up the waste of increased costs and ground space, and then influence empty iron The problem of System Development, the present invention provides a kind of empty iron series to unite, and empty iron series system includes support post, the first track girder, second Track girder, the first track train and the second track train, the first track girder and the second track girder are arranged on support post, the One track girder is located at the top of the second track girder, and the first track train rides on above the first track girder and can be along the first track Beam traveling, the second track train are suspended below the second track girder and can travel along the second track girder.
In the optimal technical scheme that above-mentioned empty iron series are united, support post includes connected matrix and cantilever, the first rail Road erection is in the top of cantilever, and the second erection of track beam is in the lower section of cantilever.
In the optimal technical scheme that above-mentioned empty iron series are united, the junction of the first track girder and cantilever is provided with first and subtracts Shake device.
In the optimal technical scheme that above-mentioned empty iron series are united, the first damping device is damping base.
In the optimal technical scheme that above-mentioned empty iron series are united, damping base is fixedly connected with cantilever.
In the optimal technical scheme that above-mentioned empty iron series are united, the junction of the second track girder and cantilever is provided with second and subtracts Shake device.
In the optimal technical scheme that above-mentioned empty iron series are united, the second damping device is dynamic mount.
In the optimal technical scheme that above-mentioned empty iron series are united, dynamic mount is fixedly connected with cantilever.
In the optimal technical scheme that above-mentioned empty iron series are united, cantilever includes the first cantilever and the second cantilever, the first cantilever It is fixedly connected with matrix with the second cantilever.
In the optimal technical scheme that above-mentioned empty iron series are united, the first cantilever and the second cantilever are symmetrically disposed in matrix Two sides.
It will be appreciated to those of skill in the art that in the preferred technical solution of the present invention, by vertical in same support The first track girder and the second track girder are set up on column, also, the first track girder is arranged in the top of the second track girder, i.e., by One track girder and the second track girder are arranged on same vertical space, and setting in this way can reduce determinants space, It utilizes vertical space more fully, the arrangement of the track girder of sky iron series system is more advantageous to, moreover, enriching sky iron series The arrangement form of the track girder of system is more advantageous to the popularization and development of sky iron series system.
Further, the first erection of track beam is in the top of cantilever, and the second erection of track beam is in the lower section of cantilever.First rail Gap is provided between road beam and the second track girder, i.e. the first track girder and the second track girder are independently arranged, the first track train On the first track girder traveling and the second track train travelled on the second track girder phase it is mutual between do not influence, in this way Setting, can be avoided the case where the first track girder and the second track girder generate resonance, so as to avoid the first track girder and Second track girder there is a situation where resonance because damage, and then can be improved the safety of sky iron series system.
A more step, the junction of the first track girder and cantilever is provided with the first damping device.Setting in this way, makes The first track train rides on the first track girder when driving, the first track girder can be mitigated by the first damping device to outstanding Arm transmitting vibration, so as to avoid cantilever from damaging due to by biggish vibration.
Even there is the second damping device in the junction of another step ground, the second track girder and cantilever.Setting in this way, makes The second track train is suspended on the second track girder when driving, the second track girder can be mitigated by the second damping device to outstanding Arm transmitting vibration, so as to avoid cantilever from damaging due to by biggish vibration.
Further, cantilever includes the first cantilever and the second cantilever, and the first cantilever and the second cantilever are fixed with matrix Connection.First cantilever and the second cantilever are symmetrically disposed in the two sides of matrix.In the equal frame in the top of the first cantilever and the second cantilever Equipped with the first track girder, be provided with the second track girder in the lower section of the first cantilever and the second cantilever, i.e., it is vertical in the same support Four track girders are provided on column, setting in this way can greatly reduce and set up cost and reduction occupancy ground space, To be more advantageous to the popularization and development of sky iron series system.
Detailed description of the invention
Fig. 1 is the overall structure diagram of an embodiment of the present invention;
Fig. 2 is the partial enlarged view of Fig. 1;
Fig. 3 is the right view of Fig. 2;
Fig. 4 is the structural schematic diagram of the first damping device and the second damping device of the invention;
Fig. 5 is the structural schematic diagram of another embodiment of the invention.
Specific embodiment
The preferred embodiment of the present invention described with reference to the accompanying drawings.It will be apparent to a skilled person that this A little embodiments are used only for explaining technical principle of the invention, it is not intended that limit the scope of the invention.
It should be noted that in the description of the present invention, term "horizontal", "vertical", "upper", "lower", "left", "right" etc. The direction of instruction or the term of positional relationship are direction based on the figure or positional relationship, this, which is intended merely to facilitate, retouches It states, rather than indication or suggestion described device or element must have a particular orientation, be constructed and operated in a specific orientation, because This is not considered as limiting the invention.In addition, term " first ", " second " are used for description purposes only, and should not be understood as Indication or suggestion relative importance.
In addition it is also necessary to explanation, in the description of the present invention unless specifically defined or limited otherwise, term " peace Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally Connection;It can be directly connected, the connection inside two elements can also be can be indirectly connected through an intermediary.For For those skilled in the art, the concrete meaning of above-mentioned term in the present invention can be understood as the case may be.
Limitation of the two-wire track beam structure for the existing empty iron series system pointed out based on background technique vulnerable to horizontal space, from And lead to the waste of sky iron series system erection increased costs and ground space, and then the problem of influence sky iron System Development, the present invention Provide a kind of empty iron series system, it is intended to which the arrangement form for optimizing the track beam structure of empty iron series system enhances the benefit to vertical space With being more advantageous to the popularization and development of sky iron series system with the arrangement form of the track beam structure of abundant empty iron series system.
It specifically, is the overall structure diagram of an embodiment of the present invention referring to Fig. 1, Fig. 1.As shown in Figure 1, empty iron series System includes support post 1, the first track girder 2, the second track girder 3, the first track train 4 and the second track train 5, the first track Beam 2 and the second track girder 3 are arranged on support post 1, and the first track girder 2 is located at the top of the second track girder 3, the first track Train 4 rides on above the first track girder 2 and can travel along the first track girder 2, and the second track train 5 is suspended on the second track 3 lower section of beam can simultaneously be travelled along the second track girder 3.Wherein, the first track girder 2 and the second track girder 3 share a support post 1, occupancy ground space can either be reduced, and erection cost can be reduced, the first track girder 2 is located at the top of the second track girder 3, Compared with setting up two track girders in same level in existing empty iron series system, this track girder arrangement reduces to piece The occupancy of space of planes enhances the utilization to vertical space, to be more advantageous to the arrangement of track girder, and then is more advantageous to sky iron The popularization and development of system.
Preferably, with continued reference to Fig. 1, support post 1 includes connected matrix 11 and cantilever 12, and the first track girder 2 is set up In the top of cantilever 12, the second track girder 3 is erected at the lower section of cantilever 12.Wherein, matrix 11 can be fixedly connected with cantilever 12, The transport of column 1 easy to support, or be directly integrated matrix 11 and the setting of cantilever 12, in order to matrix 11 and cantilever 12 1 Body formed manufacture, those skilled in the art can flexibly set the specific connection shape of matrix 11 Yu cantilever 12 in practical applications Formula, as long as can be fixedly connected with matrix 11 with cantilever 12.Between being provided between first track girder 2 and the second track girder 3 Gap, i.e. the first track girder 2 and the second track girder 3 are independently arranged, and the first track train 4 travels and second on the first track girder 2 Track train 5 travelled on the second track girder 3 phase it is mutual between do not influence, the first track train 4 is in 2 uplink of the first track girder When sailing, the first track girder 2 can generate vibration, because being provided with gap between the first track girder 2 and the second track girder 3, the The vibration that one track girder 2 generates is not transferred on the second track girder 3, and similarly, the second track train 5 is on the second track girder 3 When driving, the vibration that the second track girder 3 generates will not be transmitted on the first track girder 2, and setting in this way can be avoided First track girder 2 and the second track girder 3 generate the case where resonance, so as to avoid the first track girder 2 and the second track girder 3 because For there is a situation where resonance and damage, and then can be improved the first track girder 2 and the second track girder 3 service life and It can be improved the safety of sky iron series system.
It preferably, is the partial enlarged view of Fig. 1 referring next to Fig. 2 to Fig. 4, Fig. 2, Fig. 3 is the right view of Fig. 2, and Fig. 4 is The structural schematic diagram of first damping device and the second damping device of the invention.As shown in Figures 2 to 4, the first track girder 2 and cantilever 12 junction is provided with the first damping device 6.First track train 4, first track girder, 2 meeting when driving on the first track girder 2 Vibration is generated, by the buffer function of the first damping device 6, the first track girder 2 is can reduce and is transmitted to cantilever 12 and vibrated.Its In, the first damping device 6 is preferably arranged to damping base, and damping base is fixedly connected with cantilever 12, and the first track girder 2 is mounted on On damping base, alternatively, the first damping device 6 can be set to resilient cushion, resilient cushion is mounted on the first track girder 2 and cantilever 12 Junction, those skilled in the art can flexibly set the specific structure of the first damping device 6 in practical applications, as long as It can reduce the first track girder 2 by the first damping device 6 and transmitted to cantilever 12 and vibrate.
Preferably, as shown in Figures 2 to 4, the junction of the second track girder 3 and cantilever 12 is provided with the second damping device 7.The The second track girder 3 can generate vibration to two track trains 5 when driving on the second track girder 3, pass through the buffering of the second damping device 7 Effect can reduce the second track girder 3 and transmit to cantilever 12 and vibrates.Wherein, the second damping device 7 is preferably arranged to dynamic mount, Dynamic mount is fixedly connected with cantilever 12, and the second track girder 3 is mounted on dynamic mount, alternatively, the second damping device 7 can be set to Damping platform sling, those skilled in the art can flexibly set the specific structure of the second damping device 7 in practical applications, as long as It can reduce the second track girder 3 by the second damping device 7 and transmitted to cantilever 12 and vibrate.
It preferably, is the structural schematic diagram of another embodiment of the invention referring next to Fig. 5, Fig. 5.As shown in figure 5, cantilever 12 include the first cantilever 121 and the second cantilever 122, and the first cantilever 121 and the second cantilever 122 are fixedly connected with matrix 11.The One cantilever 121 and the second cantilever 122 are symmetrically disposed in the two sides of matrix 11.In the upper of the first cantilever 121 and the second cantilever 122 Fang Jun is provided with the first track girder 2, is provided with the second track girder 3 in the lower section of the first cantilever 121 and the second cantilever 122, i.e., It is provided with four track girders on the same support post 1, and two can only be set up in same level in existing empty iron series system Track girder is compared, and can be greatly reduced to set up cost and reduce and is occupied ground space, to be more advantageous to sky iron series system It promotes and develops.
So far, it has been combined attached drawing and describes technical solution of the present invention, still, skilled addressee readily understands that It is that protection scope of the present invention is expressly not limited to these specific embodiments.Under the premise of without departing from the principle of the present invention, Those skilled in the art can make equivalent change or replacement to the relevant technologies feature, the technology after these changes or replacement Scheme will fall within the scope of protection of the present invention.

Claims (10)

1. it is a kind of sky iron series system, which is characterized in that it is described sky iron series system include support post, the first track girder, the second track girder, First track train and the second track train, first track girder and second track girder are arranged at the support post On, first track girder is located at the top of second track girder, and first track train rides in first track It can travel above beam and along first track girder, second track train is suspended below second track girder and energy It is enough to be travelled along second track girder.
2. sky iron series system according to claim 1, which is characterized in that the support post includes connected matrix and hangs Arm, first erection of track beam is in the top of the cantilever, and second erection of track beam is in the lower section of the cantilever.
3. sky iron series system according to claim 2, which is characterized in that the junction of first track girder and the cantilever It is provided with the first damping device.
4. sky iron series system according to claim 3, which is characterized in that first damping device is damping base.
5. sky iron series system according to claim 4, which is characterized in that the damping base is fixedly connected with the cantilever.
6. sky iron series system according to claim 2, which is characterized in that the junction of second track girder and the cantilever It is provided with the second damping device.
7. sky iron series system according to claim 6, which is characterized in that second damping device is dynamic mount.
8. sky iron series system according to claim 7, which is characterized in that the dynamic mount is fixedly connected with the cantilever.
9. sky iron series system according to claim 2, which is characterized in that the cantilever includes the first cantilever and the second cantilever, First cantilever and second cantilever are fixedly connected with described matrix.
10. sky iron series system according to claim 9, which is characterized in that first cantilever and second cantilever are symmetrical The two sides of described matrix are arranged in ground.
CN201810804947.6A 2018-07-20 2018-07-20 Empty iron series system Pending CN108842533A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810804947.6A CN108842533A (en) 2018-07-20 2018-07-20 Empty iron series system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810804947.6A CN108842533A (en) 2018-07-20 2018-07-20 Empty iron series system

Publications (1)

Publication Number Publication Date
CN108842533A true CN108842533A (en) 2018-11-20

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ID=64196636

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810804947.6A Pending CN108842533A (en) 2018-07-20 2018-07-20 Empty iron series system

Country Status (1)

Country Link
CN (1) CN108842533A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111254758A (en) * 2020-01-20 2020-06-09 马丽萍 Multifunctional dual-purpose light rail for mountain and city

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111254758A (en) * 2020-01-20 2020-06-09 马丽萍 Multifunctional dual-purpose light rail for mountain and city
CN111254758B (en) * 2020-01-20 2021-11-19 马丽萍 Multifunctional dual-purpose light rail for mountain and city

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