CN109736147A - A kind of track girder system suitable for straddle-type monorail and suspension type monorail - Google Patents
A kind of track girder system suitable for straddle-type monorail and suspension type monorail Download PDFInfo
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Abstract
The invention discloses a kind of track girder systems suitable for straddle-type monorail and suspension type monorail, belong to monorail transit field, it is by consolidating the bent cap of straddle type monorail rail tracks and bridge pier for rigid structure system, form unified beaer, and suspension type monorail track beam assembly is set in the bottom side of straddle type monorail rail tracks, by rigid structure system to load when should bear that straddle-type monorail and suspension type monorail are built together under standard span, operation while effectively realizing straddle-type monorail and bent cap underhung formula single track above bent cap.Track girder system of the invention, its structure is simple, setting is easy, without doing operation while a large amount of structure design is just able to achieve cross-saddle single-track traffic and suspension type monorail traffic, the freight volume of monorail traffic system is improved, the setup cost of urban monorail transit is reduced, improves urban congestion problem, the flexibility of urban track traffic setting is improved, with good application prospect and promotional value.
Description
Technical field
The invention belongs to monorail transit fields, and in particular to a kind of track suitable for straddle-type monorail and suspension type monorail
Girder system system.
Background technique
Monorail traffic system is a kind of relatively conventional Rail Transit System, with subway transportation system, light rail transit system
System collectively constitutes the most common three types of urban track traffic.In monorail traffic system, according to traveling mode and track knot
The difference of structure is broadly divided into suspension type monorail traffic and Monorail PC Track Girders.
Wherein, straddle-type monorail transportation system belongs to the Rail Transit System of medium-heavy road traffic, often has small investment, week
The advantages that phase is short, intelligent environment protection, strong applicability, small occupied area, and for subway, the construction week of straddle-type monorail
Phase is only the half of subway, and cost is also only the one third of subway.Meanwhile suspension type monorail traffic system is also a kind of
The urban track traffic form of Novel lightweight, medium and small freight volume often has safe and reliable, high-efficiency environment friendly, project cost phase
To the advantages that lower, the construction period is short, sightseeing is good and landform adaptability is good, answered in some developed countries such as Germany, Japan
With than wide.
Currently, suspension type monorail traffic and cross-saddle single-track traffic China application also in the more primary stage,
Relevant research is also at the more primary stage, and the design about support system or support construction is immature, does not also have
More mature technical standard.Therefore, it is applied apart from suspension type monorail traffic system and the mature of straddle-type monorail transportation system,
It needs to carry out there are also many research work.
In the prior art, suspension type monorail traffic and cross-saddle single-track traffic are generally separately provided, as being separately provided
Suspension type monorail system or the suspension type monorail system being separately provided, and according to the setting area of suspension type monorail walking rails
Not, symmetrical suspension type monorail and asymmetric suspension type monorail be can be generally divided into.Although suspension type monorail and straddle-type monorail
Cost is lower compared to for, and still, either suspension type monorail or straddle-type monorail, freight volume are all much less than ground
Iron rail traffic.Therefore, compared with subway, the advantage of suspension type monorail or straddle-type monorail is not obvious, and is unable to fully
Meet the freight volume demand of urban track traffic, there are a degree of application limitations.
Summary of the invention
One or more of aiming at the above defects or improvement requirements of the prior art, the present invention provides one kind to be applicable in
In the track girder system of straddle-type monorail and suspension type monorail, wherein by the way that the bent cap of straddle type monorail rail tracks and bridge pier is hanged
Arm end consolidation forms rigid structure system, and suspension type monorail track beam assembly is arranged in the bottom side of straddle type monorail rail tracks,
The straddle-type monorail train traveling above bent cap and the suspension monorail traveling below bent cap effectively are realized, increases list
The freight volume of rail traffic system improves the flexibility of monorail traffic system, reduces the setup cost of monorail traffic system.
To achieve the above object, the present invention provides a kind of track girder system suitable for straddle-type monorail and suspension type monorail
System, including bridge pier and the straddle type monorail rail tracks being arranged on the bridge pier and suspension type monorail track beam assembly, feature
It is, the bridge pier is the multiple of longitudinally spaced setting comprising vertically arranged pier stud and setting is at the top of the pier stud
Bent cap, at least one end of the bent cap protrudes from the side wall surface of the pier stud, and forms cantilever end；And
The straddle type monorail rail tracks are longitudinally disposed, and top protrudes from the top surface of the bent cap, to be used for straddle seat
Formula monorail train traveling, and the end of its bottom and the cantilever end consolidates so that the straddle type monorail rail tracks with it is described
Bent cap forms rigid structure system；And
The suspension type monorail track beam assembly is fixed at the bottom side of the straddle type monorail rail tracks, packet
Include longitudinally disposed traveling rail, with for suspension monorail can the traveling along longitudinal direction on the traveling rail, thus real
The straddle-type monorail train traveling above the existing bent cap and the suspension monorail traveling below the bent cap.
As a further improvement of the present invention, the straddle type monorail rail tracks be steel construction or concrete structure, and/
Or the bent cap is steel construction or concrete structure.
As a further improvement of the present invention, the bridge pier includes the abutment pier and middle pier of longitudinally spaced setting；
The middle pier has the pier stud and bent cap being independently arranged, and the abutment pier includes two abutment piers arranged side by side along longitudinal direction
Unit, the abutment pier unit is thin-walled column pier structure, with thin-walled pier stud and thin-walled bent cap, and between the two abutment pier units
With pier seam it is corresponding separate and the adjacent two abutment pier unit on straddle type monorail rail tracks between separated with beam seam correspondence,
Then several middle piers are provided between the two of the longitudinally spaced setting abutment piers.
As a further improvement of the present invention, the width of the pier seam is equal to the width of beam seam, and at the beam seam
It is provided with finger plate, to realize the smooth setting of the straddle type monorail rail tracks.
As a further improvement of the present invention, track girder system is single-line railway girder system system, and one end of the bent cap is fixed
The top of the pier stud is set, and the other end transversely stretches out and formed cantilever end, and then in the end of the cantilever end, consolidation is set
It is equipped with the straddle type monorail rail tracks.
As a further improvement of the present invention, track girder system is two-wire track girder system system, and the middle part of the bent cap is fixed
The top of the pier stud is set, and cantilever end is transversely stretched out respectively and formed at both ends, then at the end of two cantilever ends
Consolidation is provided with the straddle type monorail rail tracks respectively in portion, and deviates from institute at least one described straddle type monorail rail tracks
It states and is provided with the suspension type monorail track beam assembly in the side wall surface of pier stud.
As a further improvement of the present invention, the suspension type list is respectively arranged on two straddle type monorail rail tracks
Rail track beam assembly, and two straddle type monorail rail tracks are symmetrical arranged along the vertical axis of the pier stud.
As a further improvement of the present invention, the suspension monorail is asymmetric suspension monorail；
The suspension type monorail track beam assembly includes multiple longitudinally spaced being fixedly arranged at the straddle type monorail rail tracks
The track connecting plate of beam bottom, and the support I-steel being fixedly connected on multiple track connecting plates along longitudinal direction, then institute
It states traveling rail to be longitudinally arranged above the support I-steel, so that the load on the traveling rail can be corresponded to by institute
State support I-steel, the track connecting plate is transmitted on the straddle type monorail rail tracks and the bridge pier.
As a further improvement of the present invention, the straddle type monorail rail tracks and the bent cap are respectively concrete knot
Structure, one-piece casting forms after the corresponding binding of the bar construction of the two, and institute is corresponded to when the straddle type monorail rail tracks pour
It states suspension type monorail track beam assembly and is embedded with junction steel plate.
As a further improvement of the present invention, the straddle type monorail rail tracks and the bent cap are respectively steel construction, and two
Person is corresponding to be welded as overall structure, and straddle type monorail rail tracks component correspondence is welded on the straddle type monorail rail tracks
Bottom.
Above-mentioned improved technology feature can be combined with each other as long as they do not conflict with each other.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, have below beneficial to effect
Fruit:
(1) the track girder system suitable for straddle-type monorail and suspension type monorail of the invention, by by straddle-type list
The bent cap of rail track girder and bridge pier consolidation is rigid structure system, that is, forms unified beaer, by its to should bear under standard span across
Load when type monorail and suspension type monorail are built together effectively realizes straddle-type monorail and bent cap underhung formula above bent cap
It is run while single track, considerably increases the freight volume of monorail traffic system, reduce the setup cost of monorail traffic system, promoted
Urban Traffic Jam Based is alleviated in the operation flexibility of monorail traffic system；
(2) the track girder system suitable for straddle-type monorail and suspension type monorail of the invention, by be preferably provided with across
Type monorail track girder and bent cap are concrete structure or steel construction, effectively improve monorail traffic system track girder setting side
The diversity of formula, so that track girder system can be adapted for the construction under various varying environments, it is ensured that the setting of track girder system
Compatibility promotes the scope of application of track girder system system, reduces the setting difficulty and setup cost of track girder system；
(3) the track girder system suitable for straddle-type monorail and suspension type monorail of the invention, by distinguishing bridge pier
It is set as abutment pier and middle pier, so that abutment pier, which has, stitches the two abutment pier units separated, and the two-phase of longitudinally spaced setting with pier
It is provided with several middle piers between adjacent side pier, and is correspondingly arranged track beam element at the top of each adjacent two abutment pier, then makes
Straddle type monorail rail tracks can be stitched in the longitudinal direction by multiple beams is divided into multiple track beam elements, to guarantee straddle-type monorail
Track girder and bent cap consolidation is after rigid structure system, the TEMPERATURE FORCE of track girder and contraction deformation can be released effectively, it is ensured that track girder
The setting stability of system realizes stabilization, the safe operation of straddle-type monorail and suspension type monorail；
(4) the track girder system suitable for straddle-type monorail and suspension type monorail of the invention, by being preferably provided with bridge
The bent cap structure of pier, so that bridge pier can have the cantilever end that one is transversely arranged or two cantilevers being transversely arranged
The setting of single-line railway girder system system or two-wire track girder system system is then realized at end, effectively improves the setting of track girder system
Compatibility expands the scope of application of track girder system, meets track girder system setting under different use environments, setting demand
It sets, then reduces the setup cost of monorail traffic system；
(5) the track girder system suitable for straddle-type monorail and suspension type monorail of the invention, structure is simple, setting letter
Just, it without doing operation while a large amount of structure design is just able to achieve cross-saddle single-track traffic and suspension type monorail traffic, is promoted
The freight volume of monorail traffic system, reduces the setup cost of urban monorail transit, improves urban congestion problem, improve city
The flexibility of city's rail traffic setting, with good application prospect and promotional value.
Detailed description of the invention
Fig. 1 is the cross section for the single-line railway girder system system that straddle-type monorail and suspension type monorail are built together in the embodiment of the present invention
Schematic diagram；
Fig. 2 is the single-line railway girder system system and respective column that straddle-type monorail and suspension type monorail are built together in the embodiment of the present invention
The matched schematic diagram of vehicle；
Fig. 3 is the cross section for the two-wire track girder system system that straddle-type monorail and suspension type monorail are built together in the embodiment of the present invention
Schematic diagram；
Fig. 4 is the two-wire track girder system system and respective column that straddle-type monorail and suspension type monorail are built together in the embodiment of the present invention
The matched schematic diagram of vehicle；
Fig. 5 is that the facade for the track girder system for being suitable for straddle-type monorail and suspension type monorail in the embodiment of the present invention is faced
Figure；
In all the appended drawings, same appended drawing reference indicates identical technical characteristic, specifically: 1. straddle-type monorail tracks
Beam, 2. suspension type monorail track beam assemblies, 201. track connecting plates, 202. support I-steel, 203. traveling rail；3. bridge pier,
301. pier studs, 302. bent caps；4. straddle-type monorail train, 5. suspension monorails.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not
For limiting the present invention.
In addition, as long as technical characteristic involved in the various embodiments of the present invention described below is each other not
Constituting conflict can be combined with each other.
In the preferred embodiment of the present invention suitable for the track girder system such as Fig. 1~5 of straddle-type monorail and suspension type monorail
It is shown, wherein track girder system includes the single-line railway girder system system and tool with single-row suspension type monorail, single-row straddle-type monorail
There is the two-wire track girder system system of parallel biserial suspension type monorail, parallel biserial straddle-type monorail, respectively as in Fig. 1,2 and Fig. 3,4
It is shown, and single line/two-wire track girder system system elevational schematic view is as shown in Figure 5.
And specifically, it is preferable in embodiment by taking single-line railway girder system system as an example, as shown in fig. 1, in the direction of travel of train
On, i.e., in the longitudinal direction, multiple bridge piers 3 are arranged at intervals with, are correspondingly arranged on bridge pier 3 for 4 traveling of straddle-type monorail train
Straddle type monorail rail tracks 1 and suspension type monorail track beam assembly 2 for 5 traveling of suspension monorail.
Further, it is preferable to which the schematic cross-sectional view of bridge pier 3 is as shown in Figures 1 and 2 in embodiment, wherein bridge pier 3 wraps
The bent cap 302 for including vertically arranged pier stud 301 and being transversely arranged at the top of pier stud 301, one end of bent cap 302 and pier stud 301
Top be fixedly connected, the other end stretches out laterally outward, formed cantilever end；Further, it is preferable to the cantilever end in embodiment
On be correspondingly arranged on straddle type monorail rail tracks 1, it is longitudinally disposed, and consolidated with bottom and cantilever end, form rigid structure system,
By on straddle type monorail rail tracks 1 and 3 shared straddle type monorail rail tracks 1 of bridge pier and suspension type monorail track beam assembly 2
Load.
Further specifically, the top of straddle type monorail rail tracks 1 protrudes from the top of bent cap 302, to be used for straddle-type
Traveling of the monorail train 4 above bent cap 302 correspondingly deviates from the side of pier stud 301 in 1 bottom of straddle type monorail rail tracks,
It is vertically arranged with suspension type monorail track beam assembly 2, with the traveling for suspension monorail 5 below bent cap 302；Into
One step, the suspension type monorail track beam assembly 2 in preferred embodiment is as shown in figure 1 and figure 5 comprising track connecting plate
201, I-steel 202 and traveling rail 203 are supported, wherein track connecting plate 201 is fixedly connected on straddle type monorail rail tracks 1
Bottom, be longitudinally spaced arrangement it is multiple, multiple track connecting plates 201 can further preferably be equidistantly spaced from；Into
One step preferably, for the connective stability for guaranteeing track connecting plate 201, is arranged in the side wall surface of straddle type monorail rail tracks 1
There is ribbed stiffener, be fixedly connected respectively with the side wall surface of track connecting plate 201 and straddle type monorail rail tracks 1, to promote track
The connective stability of connecting plate 201.
Further, I-steel 202 is stable along longitudinal direction is fixedly arranged on multiple track connecting plates 201 for support, traveling rail 203
It is longitudinally arranged at the top of support I-steel 202, so that support I-steel 202 can correspond to support traveling rail 203, then
Suspension monorail 5 can correspond to and complete traveling on traveling rail 203, and will be hung by multiple track connecting plates 201 are corresponding
Load on formula monorail track beam assembly 2 is transmitted on straddle type monorail rail tracks 1 and bridge pier 3, to realize 302 top of bent cap
The traveling of the 302 underhung formula monorail train 5 of traveling and bent cap of straddle-type monorail train 5.
Further, it is preferable to which the straddle type monorail rail tracks 1 and bent cap 302 in embodiment can be preferably coagulation as needed
Soil structure or steel construction.
It wherein, can be before bent cap 302 forms by straddle type monorail rail tracks 1 when the two is respectively concrete structure
The reinforcing bar racking seizing of section below reinforcing bar and bent cap 302, formed framework of steel reinforcement, then carry out formed by integrally casting, then formed across
The rigid structure system that 1 bottom of type monorail track girder and bent cap 302 consolidate, moreover, can correspond to when bent cap 302 forms in straddle seat
The pre-buried exposed steel plate in the bottom of formula monorail track beam 1, the exposed steel plate can be by anchor bars or sleeve stable anchorage in beam
In vivo, then the track connecting plate 201 of suspension type monorail track beam assembly 2 can correspond to it is firm with the welding of exposed steel plate；Further
Ground, when the two is respectively steel construction, straddle type monorail rail tracks 1 can stablize welding with bent cap 302 and form overall structure, together
When, track connecting plate 201, which can also be stablized, to be welded on the bottom of straddle type monorail rail tracks 1.
Certainly, bent cap 302 and straddle type monorail rail tracks 1 can also one of them be steel construction, another is concrete knot
Structure, in this case, before the forming, framework of steel reinforcement needs are fixedly connected concrete structure with steel construction, then carry out coagulation
The molding of soil structure forms rigid structure system in this way, can make concrete structure that can form unified beaer with steel construction.
Further, since bent cap 302 and the consolidation of straddle type monorail rail tracks 1 are rigid structure system, to reduce rigid structure system
It is influenced, the bridge pier 3 of track girder system is divided for abutment pier and middle pier, and abutment pier is done by TEMPERATURE FORCE and shrinkage and creep cumulative effect
Parting processing, as shown in Figure 5, and is preferably longitudinally spaced several middle piers and is just provided with abutment pier, to discharge track girder system
TEMPERATURE FORCE and shrinkage and creep；Specifically, bridge pier 3 shown in the right side Fig. 5 is abutment pier comprising longitudinally spaced certain distance
Two abutment pier units, two abutment pier units are preferably thin-walled abutment pier, and are respectively provided with pier stud unit and bent cap unit, and two pier stud lists
With the gap of one fixed width, i.e. pier seam between member and two bent cap units；Correspondingly, bridge pier 3 shown in the left side Fig. 5 is middle pier,
It only has the pier stud being separately provided.
Further, also there is certain seam between the straddle type monorail rail tracks 1 being arranged on two abutment pier units of abutment pier
Gap, i.e. beam seam, the beam seam in preferred embodiment are equal to pier and stitch, then straddle type monorail rail tracks are divided into along longitudinal direction it is multiple by
Beam stitches the track beam element separated, and each track beam element is separately positioned between corresponding two abutment pier, by setting abutment pier to
Thin-walled abutment pier can promote the flexibility of abutment pier, realize the plastic deformation of abutment pier along longitudinal direction, adapt to the free shrink of track beam element,
Release of the track beam element to TEMPERATURE FORCE and shrinkage and creep is completed, guarantees the stability of track girder system.It further, is guarantee
Continuity between track beam element is provided with the finger plate with Telescopic at the beam seam in preferred embodiment, to guarantee
The ride comfort of rail level.
Further, due to having straddle-type monorail train 4 and suspension monorail respectively above and below bent cap 302
5 travelings, and be not difficult to find out by above-mentioned record and attached drawing signal, suspension monorail 5 is asymmetric suspension monorail；Such as
This, straddle type monorail rail tracks 1 will not only meet the load-bearing needs of straddle-type monorail, meet the load-bearing need of suspension type monorail again
It wants, and also meets the requirement of 5 traveling limit of straddle-type monorail train 4 and suspension monorail.Therefore, straddle-type monorail
Track girder 1 has a minimal construction requirement for height, and the minimal construction height is in combination with bridge pier outer profile and straddle-type monorail
It requires to be analyzed with the driving limit of suspension type monorail, calculate, and meet straddle-type monorail and suspension type list under standard span
The stress of rail needs, and above-mentioned calculating process can be calculated by Related Computational Methods in the prior art, and this will not be repeated here.
The single-line railway beam that can be suitable for straddle-type monorail and suspension type monorail simultaneously is described in above preferred embodiment
System, it is therefore apparent that above-mentioned single-line railway girder system system is not unique setting form of track girder system of the present invention, such as another
In a preferred embodiment, track girder system is set as two-wire form, as shown in Figures 3 and 4；Wherein, bridge pier 3 is preferably " T shape
The middle part correspondence of pier " structure, i.e. bent cap 302 is fixedly connected with the top of pier stud 301, and the both ends of bent cap 302 protrude from pier respectively
The two sides of column 301, and be respectively formed cantilever end, straddle type monorail rail tracks 1 are then respectively arranged on two cantilever ends and hang
Hanging monorail track beam assembly 2, and the straddle type monorail rail tracks 1 in preferred embodiment on two cantilever ends are symmetrical arranged；Certainly,
For the stability for guaranteeing 1 stress of straddle type monorail rail tracks on two cantilever ends, the thickness and pier stud of bent cap 302 in preferred embodiment
301 setting size can be preferably provided with according to calculating, and the interval between two straddle type monorail rail tracks 1 ought to meet two straddle seats
Limit requirement when formula monorail train 4 is parallel.
It is suitable for the track girder system of straddle-type monorail and suspension type monorail in the preferred embodiment of the present invention, by will be across
The bent cap of type monorail track girder and bridge pier consolidation is rigid structure system, that is, forms unified beaer, by its to standard of should bear across
Load when straddle-type monorail and suspension type monorail are built together under spending effectively realizes straddle-type monorail and bent cap lower section above bent cap
It is run while suspension type monorail, considerably increases the freight volume of monorail traffic system, and since each route is run independently of each other, respectively
From independent right of way is enjoyed, it can be freely adjusted to the hair time, the interval time of train operation is shortened indirectly, improve rail traffic
The flexibility of system, efficiently solves the problems, such as urban congestion, leads along with the structure of straddle-type monorail and suspension type monorail designs
Will by the stiffness reliability of bridge pier, the structural cost of track girder system relative to independent suspension type monorail traffic or it is independent across
For type monorail traffic, increase too much, therefore, under the premise of identical freight volume, setup cost can be further decreased,
With good application prospect and promotional value.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, not to
The limitation present invention, any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should all include
Within protection scope of the present invention.
Claims (10)
1. a kind of track girder system suitable for straddle-type monorail and suspension type monorail, including bridge pier and setting are on the bridge pier
Straddle type monorail rail tracks and suspension type monorail track beam assembly, which is characterized in that
The bridge pier is the multiple of longitudinally spaced setting comprising vertically arranged pier stud and is arranged at the top of the pier stud
At least one end of bent cap, the bent cap protrudes from the side wall surface of the pier stud, and forms cantilever end；And
The straddle type monorail rail tracks are longitudinally disposed, and top protrudes from the top surface of the bent cap, to be used for straddle-type list
Rail train traveling, and its bottom and the end of the cantilever end consolidate, so that the straddle type monorail rail tracks and the bent cap
Form rigid structure system；And
The suspension type monorail track beam assembly is fixed at the bottom side of the straddle type monorail rail tracks comprising edge
Longitudinally disposed traveling rail, with for suspension monorail can the traveling along longitudinal direction on the traveling rail, to realize institute
State the straddle-type monorail train traveling above bent cap and the suspension monorail traveling below the bent cap.
2. the track girder system according to claim 1 suitable for straddle-type monorail and suspension type monorail, wherein it is described across
Type monorail track girder is that perhaps concrete structure and/or the bent cap are steel construction or concrete structure to steel construction.
3. the track girder system according to claim 1 or 2 suitable for straddle-type monorail and suspension type monorail, wherein institute
State the abutment pier and middle pier that bridge pier includes longitudinally spaced setting；
The middle pier has the pier stud and bent cap being independently arranged, and the abutment pier includes two abutment pier lists arranged side by side along longitudinal direction
Member, the abutment pier unit be thin-walled column pier structure, with thin-walled pier stud and thin-walled bent cap, and between the two abutment pier units with
Pier seam is corresponding separate and the adjacent two abutment pier unit on straddle type monorail rail tracks between separated with beam seam correspondence, after
And several middle piers are provided between two abutment piers of longitudinally spaced setting.
4. the track girder system according to claim 3 suitable for straddle-type monorail and suspension type monorail, wherein the pier
The width of seam is equal to the width of beam seam, and is provided with finger plate at the beam seam, to realize the straddle-type monorail track
The smooth setting of beam.
5. the track girder system according to any one of claims 1 to 4 suitable for straddle-type monorail and suspension type monorail,
Wherein, track girder system is single-line railway girder system system, and one end of the bent cap is fixed at the top of the pier stud, the other end
Cantilever end is transversely stretched out and is formed, then consolidation is provided with the straddle type monorail rail tracks in the end of the cantilever end.
6. the track girder system according to any one of claims 1 to 4 suitable for straddle-type monorail and suspension type monorail,
Wherein, track girder system is two-wire track girder system system, and the top of the pier stud, both ends are fixed in the middle part of the bent cap
Cantilever end is transversely stretched out and formed respectively, and then consolidation is provided with the straddle-type respectively on the end of two cantilever ends
Monorail track beam, and described hang is provided in side wall surface of at least one described straddle type monorail rail tracks away from the pier stud
Hanging monorail track beam assembly.
7. the track girder system according to claim 6 suitable for straddle-type monorail and suspension type monorail, wherein described in two
The suspension type monorail track beam assembly, and two straddle type monorail rail tracks are respectively arranged on straddle type monorail rail tracks
Vertical axis along the pier stud is symmetrical arranged.
8. the track girder system according to any one of claims 1 to 7 suitable for straddle-type monorail and suspension type monorail,
Wherein, the suspension monorail is asymmetric suspension monorail；
The suspension type monorail track beam assembly includes multiple longitudinally spaced being fixedly arranged at the straddle type monorail rail tracks beam bottom
Track connecting plate, and the support I-steel being fixedly connected on multiple track connecting plates along longitudinal direction, then it is described walk
Row rail is longitudinally arranged above the support I-steel, so that the load on the traveling rail can be corresponded to by the branch
Support I-steel, the track connecting plate are transmitted on the straddle type monorail rail tracks and the bridge pier.
9. the track girder system according to claim 2 suitable for straddle-type monorail and suspension type monorail, wherein it is described across
Type monorail track girder and the bent cap are respectively concrete structure, one-piece casting after the corresponding binding of the bar construction of the two and
At, and correspond to the suspension type monorail track beam assembly when the straddle type monorail rail tracks pour and be embedded with junction steel plate.
10. the track girder system according to claim 2 suitable for straddle-type monorail and suspension type monorail, wherein described
Straddle type monorail rail tracks and the bent cap are respectively steel construction, and the two correspondence is welded as overall structure, and the straddle-type list
The corresponding bottom for being welded on the straddle type monorail rail tracks of rail track beam assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910147011.5A CN109736147A (en) | 2019-02-27 | 2019-02-27 | A kind of track girder system suitable for straddle-type monorail and suspension type monorail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910147011.5A CN109736147A (en) | 2019-02-27 | 2019-02-27 | A kind of track girder system suitable for straddle-type monorail and suspension type monorail |
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| CN109736147A true CN109736147A (en) | 2019-05-10 |
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|---|---|---|---|
| CN201910147011.5A Pending CN109736147A (en) | 2019-02-27 | 2019-02-27 | A kind of track girder system suitable for straddle-type monorail and suspension type monorail |
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| CN (1) | CN109736147A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004778A (en) * | 2019-05-16 | 2019-07-12 | 武汉新丝路快铁物流有限公司 | The track girder and its processing technology of suspension type rail communications and transportation |
| CN111535084A (en) * | 2020-05-11 | 2020-08-14 | 中国铁建重工集团股份有限公司 | Asymmetric suspension type single-rail turnout |
| CN112109736A (en) * | 2019-06-19 | 2020-12-22 | 山东启和云梭物流科技有限公司 | Multi-type combined transport rail transport system |
| CN114808558A (en) * | 2022-04-13 | 2022-07-29 | 山东启和云梭物流科技有限公司 | Composite special-shaped flange track system |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60133101A (en) * | 1983-12-20 | 1985-07-16 | 日本航空株式会社 | Track structure |
| CN103287440A (en) * | 2013-06-21 | 2013-09-11 | 南京林业大学 | Combined type single-rail public transport system |
| CN203601274U (en) * | 2013-06-21 | 2014-05-21 | 南京林业大学 | Combined type single-rail public transport system |
| CN107336714A (en) * | 2017-05-19 | 2017-11-10 | 张元东 | Sitting posture train and the super meeting rail system of suspension train |
| CN107988856A (en) * | 2017-11-28 | 2018-05-04 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type monorail fixes continuous beam entirely |
| CN108867334A (en) * | 2018-08-30 | 2018-11-23 | 通号轨道车辆有限公司 | A kind of suspension type monorail vehicle and its matched guideway beam |
| CN109137641A (en) * | 2018-09-03 | 2019-01-04 | 北京交通大学 | A kind of double-standard monorail traffic system |
| CN109137652A (en) * | 2018-09-03 | 2019-01-04 | 北京交通大学 | A kind of single layer column space transoportation system based on monorail transit |
| CN209779362U (en) * | 2019-02-27 | 2019-12-13 | 中铁第四勘察设计院集团有限公司 | Track beam system suitable for straddle type monorail and suspension type monorail |
-
2019
- 2019-02-27 CN CN201910147011.5A patent/CN109736147A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60133101A (en) * | 1983-12-20 | 1985-07-16 | 日本航空株式会社 | Track structure |
| CN103287440A (en) * | 2013-06-21 | 2013-09-11 | 南京林业大学 | Combined type single-rail public transport system |
| CN203601274U (en) * | 2013-06-21 | 2014-05-21 | 南京林业大学 | Combined type single-rail public transport system |
| CN107336714A (en) * | 2017-05-19 | 2017-11-10 | 张元东 | Sitting posture train and the super meeting rail system of suspension train |
| CN107988856A (en) * | 2017-11-28 | 2018-05-04 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type monorail fixes continuous beam entirely |
| CN108867334A (en) * | 2018-08-30 | 2018-11-23 | 通号轨道车辆有限公司 | A kind of suspension type monorail vehicle and its matched guideway beam |
| CN109137641A (en) * | 2018-09-03 | 2019-01-04 | 北京交通大学 | A kind of double-standard monorail traffic system |
| CN109137652A (en) * | 2018-09-03 | 2019-01-04 | 北京交通大学 | A kind of single layer column space transoportation system based on monorail transit |
| CN209779362U (en) * | 2019-02-27 | 2019-12-13 | 中铁第四勘察设计院集团有限公司 | Track beam system suitable for straddle type monorail and suspension type monorail |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004778A (en) * | 2019-05-16 | 2019-07-12 | 武汉新丝路快铁物流有限公司 | The track girder and its processing technology of suspension type rail communications and transportation |
| CN112109736A (en) * | 2019-06-19 | 2020-12-22 | 山东启和云梭物流科技有限公司 | Multi-type combined transport rail transport system |
| CN112109736B (en) * | 2019-06-19 | 2022-01-25 | 山东启和云梭物流科技有限公司 | Multi-type combined transport rail transport system |
| CN111535084A (en) * | 2020-05-11 | 2020-08-14 | 中国铁建重工集团股份有限公司 | Asymmetric suspension type single-rail turnout |
| CN114808558A (en) * | 2022-04-13 | 2022-07-29 | 山东启和云梭物流科技有限公司 | Composite special-shaped flange track system |
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