CN105951535B - Middle low speed magnetic suspension traffic engineering is low to put circuit single line location support rail beam internode position limiting structure - Google Patents
Middle low speed magnetic suspension traffic engineering is low to put circuit single line location support rail beam internode position limiting structure Download PDFInfo
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- CN105951535B CN105951535B CN201610284857.XA CN201610284857A CN105951535B CN 105951535 B CN105951535 B CN 105951535B CN 201610284857 A CN201610284857 A CN 201610284857A CN 105951535 B CN105951535 B CN 105951535B
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- support rail
- rail beam
- faulting
- slab ends
- lateral
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/09—Ballastless systems
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
Abstract
Circuit single line location support rail beam internode position limiting structure is put the invention discloses middle low speed magnetic suspension traffic engineering is low, it is described to prevent that vertical faulting of slab ends attachment strap is fixedly installed under the support rail beam on roadbed filling and its lower end and stretches into roadbed filling under the support rail beam including roadbed filling, support rail beam beam underlayer, two adjacent sections support rail beam, anti-vertical faulting of slab ends attachment strap, anti-lateral faulting of slab ends boss and support rail beam backfill filler under support rail beam.The support rail beam internode position of the present invention sets anti-faulting of slab ends armored concrete attachment strap, and support rail beam is arranged on armored concrete mistake proofing platen of the same with certain rigidity, effectively prevents because of the track irregularity caused by uneven settlement of foundation under support rail beam the problem of.
Description
Technical field
Line area is put the invention belongs to middle low speed magnetic suspension is low, more particularly, to middle low speed magnetic suspension traffic engineering
It is low to put circuit single line location support rail beam internode position limiting structure.
Background technology
Middle low speed magnetic suspension rail traffic belongs to a kind of novel traffic mode, and current achievement in research both domestic and external is less, entirely
The circuit that the world opens operation is even more minority.The middle low speed magnetic suspension railway quotient that only in March, 2005, Japan's construction was opened at present
The middle low speed magnetic suspension railway business operating line that industry runs line-the East Hillside Line and in June, 2014, South Korea opened.And in China
Low speed magnetic suspension traffic only has National University of Defense technology's test wire, Green City Mountain test wire, Tangshan experiment line at present, but without input fortune
The formal circuit of battalion, it is rarely seen in relation to the low research and application put in terms of circuit support rail girder construction and based on elevated structure.
In conventional general speed wheel rail railway, circuit is big to the adaptability of deformation, and phase is required to the settlement Control standard of roadbed
To more loose, thus there is a large amount of circuit to be built on fill subgrade；Current non-fragment orbit high-speed railway, although to roadbed under line
Settlement after construction requirement it is very stringent, still there are many circuits to be built on fill subgrade, it is desirable that roadbed is built by structures under line,
Ability with enough intensity and resistance to deformation, it is steady in a long-term under various natural environments.And middle low speed magnetic suspension traffic lines magnetic
Aerotrain is run by the way of " embracing rail traveling ", and the F rails of middle low speed magnetic suspension traffic lines are by a short rail scene spelling successively
It connects, and there are being stitched between rail, to meet the requirement of the even running of magnetic suspension train F rails, must just lean on and low under rail put circuit
Structure guarantee, thus, magnetic suspension traffic circuit is to the deformation controlling standards of sub-rail foundation and the requirement higher of ride comfort.
Excessive temperature stress and differential settlement in order to prevent, traditional support rail girder construction generally using often section 10~
30m sets expansion joint, and basis is the earth structure by rock and soil constitution under support rail beam, by the shadow of the factors such as landform, geological conditions
It rings, quality is relatively not easy to control, therefore is also easy to produce differential settlement under load and various natures and various effect of natural environment,
It inevitably will appear inconsistent settlement after construction between adjacent support rails beam, support rail beam caused to generate faulting of slab ends, so as to influence the smooth-going of F rails
Property, in some instances it may even be possible to F rails is led to problems such as to generate faulting of slab ends, deformation, the normal operation that will influence levitation train when serious.
Invention content
For the disadvantages described above or Improvement requirement of the prior art, put the present invention provides middle low speed magnetic suspension traffic engineering is low
Circuit single line location support rail beam internode position limiting structure, construction quality are easier to control, the better magnetic suspension traffic of long-time stability
Engineering single line is low to put circuit support rail beam internode position limiting structure.Low speed magnetic suspension traffic engineering track structure during the structure should meet
To the high request of the deformation of support rail girder construction and settlement after construction, meet bedding long-time stability, durability and construction quality again
The requirement of controllability, and economy is more preferably.
To achieve the above object, it is proposed, according to the invention, provide that middle low speed magnetic suspension traffic engineering is low to put circuit single line location
Support rail beam internode position limiting structure, which is characterized in that held including roadbed filling, support rail beam beam underlayer, two adjacent sections under support rail beam
Beam-and-rail prevents vertical faulting of slab ends attachment strap, anti-lateral faulting of slab ends boss and support rail beam backfill filler, wherein,
It is described prevent vertical faulting of slab ends attachment strap be fixedly installed under the support rail beam on roadbed filling and its lower end stretch into it is described
Roadbed filling under support rail beam；
The support rail beam beam underlayer is layed under the support rail beam on the top end face of roadbed filling；
The two sections support rail beam is fixedly installed on the top end face of the support rail beam beam underlayer, often saves the vertical of support rail beam
To extending along the longitudinal direction, and their opposite one end are fixedly installed on the top end face for preventing vertical faulting of slab ends attachment strap
On；Often section support rail beam includes support rail beam lower raft and the support rail beam top being fixedly installed on the support rail beam lower raft
Beam body；Expansion joint in the presence of between two support rail beam lower rafts, there are upper between two support rail beam top beam bodies
Expansion joint；
The anti-lateral faulting of slab ends boss quantity is two, and is set at left and right sides of the two anti-lateral faulting of slab ends boss, often
A anti-lateral faulting of slab ends boss is fixedly installed on the top end face of anti-vertical faulting of slab ends attachment strap, and each described anti-laterally wrong
Platform convex platform is separately positioned on the position corresponding to the lower expansion joint, one of them anti-lateral faulting of slab ends boss and the two section support rails
It is fixedly connected on the left of beam, is fixedly connected on the right side of another anti-lateral faulting of slab ends boss and the two section support rail beams, to prevent
The only two section support rail beam transverse shifting；
It often saves the left side of the support rail beam and right side and is respectively provided with the support rail beam backfill filler.
Preferably, it is described to prevent being additionally provided with wear-resisting buffer layer between vertical faulting of slab ends attachment strap and the support rail beam.
Preferably, it is provided with expansion joint packing material at the lower expansion joint.
Preferably, the height of the anti-lateral faulting of slab ends boss is less than the height of the support rail beam lower raft.
Preferably, the cross section of the support rail beam is in "convex" shaped.
In general, by the above technical scheme conceived by the present invention compared with prior art, it can obtain down and show
Beneficial effect：
(1) support rail beam internode position of the invention sets anti-faulting of slab ends armored concrete attachment strap, support rail beam is arranged on same
Block has on the armored concrete mistake proofing platen of certain rigidity, effectively prevents caused by uneven settlement of foundation under support rail beam
The problem of track irregularity.
(2) support rail beam of the invention, reinforced concrete floor, bottom plate underlayer and the combination of armored concrete mistake proofing platen
Together, support rail beam vertically and horizontally stability can be effectively increased, is also conducive to maintenance and maintenance during operation, measure is simple, easy
Construction, cost save, effect is good.
(3) can regarding for the present invention stablizes needs, by made road base junction under support rail beam, the anti-faulting of slab ends attachment strap of internode, support rail beam
Structure anchors together, increases the low overall stability for putting line construction.
Description of the drawings
Fig. 1 is the schematic cross-sectional view of the present invention；
Fig. 2 is the schematic longitudinal section of the present invention；
Fig. 3 is the schematic top plan view of the present invention.
Specific embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, it is right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.As long as in addition, technical characteristic involved in the various embodiments of the present invention described below
It does not constitute a conflict with each other and can be combined with each other.
With reference to Fig. 1~Fig. 3, middle low speed magnetic suspension traffic engineering is low to put circuit single line location support rail beam internode position limiting structure,
Including roadbed filling 9, support rail beam beam underlayer 8, two adjacent sections support rail beam, anti-vertical faulting of slab ends attachment strap 1, anti-laterally mistake under support rail beam
Platform convex platform 2 and support rail beam backfill filler 5, wherein,
It is described to prevent that vertical faulting of slab ends attachment strap 1 is fixedly installed under the support rail beam on roadbed filling 9 and institute is stretched into its lower end
State roadbed filling 9 under support rail beam；
The support rail beam beam underlayer 8 is layed under the support rail beam on the top end face of roadbed filling 9；
The two sections support rail beam is fixedly installed on the top end face of the support rail beam beam underlayer 8, often saves support rail beam
Longitudinal direction extends and (shows to be front and rear extension in Fig. 1, Fig. 2, Fig. 3 are illustrated that left and right extension) along the longitudinal direction, and they
Opposite one end is fixedly installed on the top end face for preventing vertical faulting of slab ends attachment strap 1；Often section support rail beam includes under support rail beam
Portion's bottom plate 7 and the support rail beam top beam body 6 being fixedly installed on the support rail beam lower raft 7；Two support rail beam lower parts
Expansion joint in the presence of between bottom plate 7, there are upper expansion joints between two support rail beam top beam bodies 6；
Anti- lateral 2 quantity of faulting of slab ends boss is two, and the two anti-lateral 2 left and right sides of faulting of slab ends boss are set,
Each anti-lateral faulting of slab ends boss 2 is fixedly installed on the top end face of anti-vertical faulting of slab ends attachment strap 1, and each anti-horizontal stroke
The position corresponding to the lower expansion joint is separately positioned on to faulting of slab ends boss 2, one of them anti-lateral 2 and two section institute of faulting of slab ends boss
It states and is fixedly connected on the left of support rail beam, the right side of another anti-lateral faulting of slab ends boss 2 and two support rail beams is fixed to be connected
It connects, to prevent the two sections support rail beam transverse shifting；
It often saves the left side of the support rail beam and right side and is respectively provided with the support rail beam backfill filler 5.
Further, it is described to prevent being additionally provided with wear-resisting buffer layer 3 between vertical faulting of slab ends attachment strap 1 and the support rail beam.
Further, it is provided with expansion joint packing material 4 at the lower expansion joint.
Further, the height of the anti-lateral faulting of slab ends boss 2 is less than the height of the support rail beam lower raft 7.
The anti-vertical faulting of slab ends attachment strap 1 of the present invention is poured with anti-lateral faulting of slab ends boss 2 by armored concrete overall binding,
Positioned at two section support rail beam seam crossings, it is set between support rail beam lower raft 7 and support rail beam beam underlayer 8.Two section support rail beam bottoms
Plate is overlapped on anti-vertical faulting of slab ends attachment strap 1, and the two generates identical sedimentation and deformation due to sharing attachment strap in seam crossing, so as to avoid
The generation of vertical faulting of slab ends sedimentation.The anti-anti- lateral faulting of slab ends boss 2 of vertical 1 both sides of faulting of slab ends attachment strap setting, the two is bound using reinforcing bar
One-piece casting is integral afterwards, is embedded in roadbed.
This position limiting structure support rail girder construction is evenly arranged along circuit direction of advance, and support rail beam is cut using " convex " type with bottom plate
Face reinforced concrete structure, the plain concrete support rail beam underlayer 8 of setting folder paving armored concrete net, support rail under support rail beam bottom plate
Beam internode sets anti-faulting of slab ends armored concrete attachment strap, and support rail beam is arranged on concrete attachment strap of the same with rigidity, can
Effectively to avoid the problem that the track irregularity caused by uneven settlement of foundation under support rail beam, while support rail beam, bottom plate, bed course
The vertically and horizontally stability of structure can be effectively increased by being combined with internode mistake proofing platen.
The specific construction forming process of the present invention is as follows：
(1) smooth construction site is handled ground according to geological conditions；
(2) it carries out fill subgrade structure under support rail beam filling and being compacted, 8 He of support rail beam underlayer is laid with after detection is qualified
The anti-faulting of slab ends attachment strap of internode；
(3) beam-and-rail underlayer 8 is entertained and after the anti-faulting of slab ends attachment strap of internode reaches design strength, formwork erection is poured on bed course
Reinforced concrete floor, during pouring, by design be laid with two layers polyester long filament composite polyethylene geomembrane and
Filled bitumen wood wool board between bottom plate expansion joint；
(4) after reinforced concrete floor reaches design strength, according to support rail beam size formwork erection, assembling reinforcement after-pouring mixes
Solidifying soil carries out concrete curing by design requirement；
(5) each component concrete distinguishes form removal after reaching design strength, then by reinforced concrete floor thickness model
Interior bedding filler backfill is enclosed, the weathering being inclined outwardly is made in backfill face.
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, all any modification, equivalent and improvement made all within the spirits and principles of the present invention etc., should all include
Within protection scope of the present invention.
Claims (5)
1. low speed magnetic suspension traffic engineering is low in puts circuit single line location support rail beam internode position limiting structure, including roadbed under support rail beam
Filler, support rail beam beam underlayer, two adjacent sections support rail beam and support rail beam backfill filler, which is characterized in that further include anti-vertical wrong
Platform attachment strap and anti-lateral faulting of slab ends boss, wherein,
It is described to prevent that vertical faulting of slab ends attachment strap is fixedly installed under the support rail beam on roadbed filling and the support rail is stretched into its lower end
Roadbed filling under beam；
The support rail beam beam underlayer is layed under the support rail beam on the top end face of roadbed filling；
The two sections support rail beam is fixedly installed on the top end face of the support rail beam beam underlayer, often saves the longitudinal direction of support rail beam
Extend along the longitudinal direction, and their opposite one end are fixedly installed on the top end face for preventing vertical faulting of slab ends attachment strap；Often
Root support rail beam includes support rail beam lower raft and the support rail beam top beam body being fixedly installed on the support rail beam lower raft；
Expansion joint in the presence of between two support rail beam lower rafts, there are upper flexible between two support rail beam top beam bodies
Seam；
The anti-lateral faulting of slab ends boss quantity is two, and the two anti-lateral faulting of slab ends boss left and right settings, each described anti-
Lateral faulting of slab ends boss is fixedly installed on the top end face of anti-vertical faulting of slab ends attachment strap, and each anti-lateral faulting of slab ends boss point
It is not arranged on the position corresponding to the lower expansion joint, the left side of one of them anti-lateral faulting of slab ends boss and the two section support rail beams
It is fixedly connected with, is fixedly connected on the right side of another anti-lateral faulting of slab ends boss and the two section support rail beams, to prevent two institutes
State support rail beam transverse shifting；
The left side and right side of every support rail beam are respectively provided with the support rail beam backfill filler；
It is described to prevent that vertical faulting of slab ends attachment strap is poured with the anti-lateral faulting of slab ends boss by armored concrete overall binding；
The two section support rail beams are arranged on anti-vertical faulting of slab ends attachment strap of the same with rigidity, can effectively avoid because under support rail beam
Caused by uneven settlement of foundation the problem of track irregularity, while support rail beam top beam body, support rail beam lower raft, support rail beam
Underlayer and anti-lateral faulting of slab ends boss are combined, and can be effectively increased the vertically and horizontally stability of structure.
2. middle low speed magnetic suspension traffic engineering according to claim 1 is low to put circuit single line location support rail beam internode limiting knot
Structure, which is characterized in that described to prevent being additionally provided with wear-resisting buffer layer between vertical faulting of slab ends attachment strap and the support rail beam.
3. middle low speed magnetic suspension traffic engineering according to claim 1 is low to put circuit single line location support rail beam internode limiting knot
Structure, which is characterized in that be provided with expansion joint packing material at the lower expansion joint.
4. middle low speed magnetic suspension traffic engineering according to claim 1 is low to put circuit single line location support rail beam internode limiting knot
Structure, which is characterized in that the height of the anti-lateral faulting of slab ends boss is less than the height of the support rail beam lower raft.
5. middle low speed magnetic suspension traffic engineering according to claim 1 is low to put circuit single line location support rail beam internode limiting knot
Structure, which is characterized in that the cross section of the support rail beam is in "convex" shaped.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610284857.XA CN105951535B (en) | 2016-04-29 | 2016-04-29 | Middle low speed magnetic suspension traffic engineering is low to put circuit single line location support rail beam internode position limiting structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610284857.XA CN105951535B (en) | 2016-04-29 | 2016-04-29 | Middle low speed magnetic suspension traffic engineering is low to put circuit single line location support rail beam internode position limiting structure |
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| CN105951535A CN105951535A (en) | 2016-09-21 |
| CN105951535B true CN105951535B (en) | 2018-07-06 |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108914726B (en) * | 2018-08-23 | 2024-03-15 | 中铁磁浮交通投资建设有限公司 | Magnetic levitation traffic low-structure section rail Liang Jiejian limit force transmission structure |
| CN108914725B (en) * | 2018-08-23 | 2024-04-02 | 中铁磁浮交通投资建设有限公司 | Magnetic levitation traffic low-structure section rail Liang Jiejian limit force transmission structure |
| CN114293414A (en) * | 2021-12-03 | 2022-04-08 | 中铁第四勘察设计院集团有限公司 | Viaduct transition section structure and construction method thereof |
| CN114293413B (en) * | 2021-12-03 | 2024-05-03 | 中铁第四勘察设计院集团有限公司 | Low-voltage line structure with high-speed magnetic suspension and construction method thereof |
| CN114293412A (en) * | 2021-12-03 | 2022-04-08 | 中铁第四勘察设计院集团有限公司 | Viaduct transition section structure, construction method thereof and low-level line |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11247102A (en) * | 1998-03-03 | 1999-09-14 | Railway Technical Res Inst | Joint construction in ladder-sleeper track |
| CN1540100A (en) * | 2003-10-30 | 2004-10-27 | 湖南大学 | Complete seamless bridge in road |
| CN1916364A (en) * | 2006-08-07 | 2007-02-21 | 上海市隧道工程轨道交通设计研究院 | Tunnel treatment method for suiting to bulk value of differential settlement or slippage of stratum |
| CN103233400A (en) * | 2013-05-22 | 2013-08-07 | 中铁二院工程集团有限责任公司 | Ballastless track railway bridge joint differential settlement adjusting device |
| CN104695289A (en) * | 2015-03-02 | 2015-06-10 | 中铁第四勘察设计院集团有限公司 | Lowly arranged wire structure used in medium-low speed magnetic levitation traffic engineering fill section |
| CN205603974U (en) * | 2016-04-29 | 2016-09-28 | 中铁第四勘察设计院集团有限公司 | Low circuit single line location support rail girder segment limit structure within a definite time that puts of well low -speed maglev traffic engineering |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1916277A (en) * | 2006-09-07 | 2007-02-21 | 铁道第二勘察设计院 | Track base without broken stones, and building method |
-
2016
- 2016-04-29 CN CN201610284857.XA patent/CN105951535B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11247102A (en) * | 1998-03-03 | 1999-09-14 | Railway Technical Res Inst | Joint construction in ladder-sleeper track |
| CN1540100A (en) * | 2003-10-30 | 2004-10-27 | 湖南大学 | Complete seamless bridge in road |
| CN1916364A (en) * | 2006-08-07 | 2007-02-21 | 上海市隧道工程轨道交通设计研究院 | Tunnel treatment method for suiting to bulk value of differential settlement or slippage of stratum |
| CN103233400A (en) * | 2013-05-22 | 2013-08-07 | 中铁二院工程集团有限责任公司 | Ballastless track railway bridge joint differential settlement adjusting device |
| CN104695289A (en) * | 2015-03-02 | 2015-06-10 | 中铁第四勘察设计院集团有限公司 | Lowly arranged wire structure used in medium-low speed magnetic levitation traffic engineering fill section |
| CN205603974U (en) * | 2016-04-29 | 2016-09-28 | 中铁第四勘察设计院集团有限公司 | Low circuit single line location support rail girder segment limit structure within a definite time that puts of well low -speed maglev traffic engineering |
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