CN102425081A - Span beam seam sliding damping type ballastless track bed plate - Google Patents
Span beam seam sliding damping type ballastless track bed plate Download PDFInfo
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- CN102425081A CN102425081A CN2011104131022A CN201110413102A CN102425081A CN 102425081 A CN102425081 A CN 102425081A CN 2011104131022 A CN2011104131022 A CN 2011104131022A CN 201110413102 A CN201110413102 A CN 201110413102A CN 102425081 A CN102425081 A CN 102425081A
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- bed board
- road bed
- bed plate
- track bed
- board body
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- 238000013016 damping Methods 0.000 title abstract description 4
- 239000007788 liquid Substances 0.000 claims abstract description 16
- 239000012791 sliding layer Substances 0.000 claims abstract description 9
- 239000012634 fragment Substances 0.000 claims description 11
- 239000003245 coal Substances 0.000 claims description 10
- 239000004575 stone Substances 0.000 claims description 10
- 239000004744 fabric Substances 0.000 claims description 8
- 239000004746 geotextile Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 4
- 241001669679 Eleotris Species 0.000 claims description 3
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract 3
- 239000010959 steel Substances 0.000 abstract 3
- 238000003860 storage Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Abstract
The invention relates to a span beam seam sliding damping type ballastless track bed plate. In the design of a curve-shaped large-span continuous beam ballastless track of a passenger special line, a steel rail expansion regulator is not allowed to be used even if the temperature span exceeds the standard. The invention is provided with a ballast bed plate body, and the bottom of the ballast bed plate body is provided with a longitudinal limiting groove; two cloth-one film sliding layers are arranged between the lower part of the bridge deck and the bridge deck; the left side and the right side of the two ends of the movable track bed plate are respectively symmetrically provided with a liquid damper which is respectively connected with the movable track bed plate body and the fixed track bed plate on the bridge floor through head joint bearings and tail joint bearings at the two sides. The invention can reduce the temperature additional force value of the jointless track on the bridge and the temperature deformation value of the girder joint, and avoid setting a steel rail temperature expansion regulator; the track bed board can longitudinally slide on the bridge and has enough length, so that the temperature additional force of the steel rails at the expansion joints at the two ends is not superposed; the damper can adapt to the temperature expansion deformation of the slow track bed seam and resist the sudden longitudinal force of the track when the train brakes.
Description
Technical field
The present invention relates to a kind of plate knot of ballast bed structure, being specifically related to a kind of beam seam slip damp type of striding does not have tiny fragments of stone, coal, etc. road bed board.
Background technology
In recent years, the special line for passenger trains construction has obtained huge achievement, because Line for Passenger Transportation makes that to the dependence of the linear ride comfort of circuit the use of curve continuous beam is more and more frequent, uses radius also more and more widely.In the big span continuous beam non-fragment orbit design of Line for Passenger Transportation shaped form, the regulation according to the tentative original text of high ferro standard even the temperature span length exceeds standard, does not allow to use rail overlapping device yet, makes the design difficulty of curve continuous beam increase greatly.
Summary of the invention
The purpose of this invention is to provide a kind of avoid in the design of the big span continuous beam of shaped form, using rail overlapping device, and effectively the beam seam slip damp type of striding of security system route shape ride comfort do not have tiny fragments of stone, coal, etc. road bed board.
The technical scheme that the present invention adopted is:
A kind of beam seam slip damp type of striding does not have tiny fragments of stone, coal, etc. road bed board, is provided with the bed board body, it is characterized in that:
The bottom of described road bed board body is provided with the longitudinal spacing groove consistent with the track circuit direction, and limited impression is corresponding with the shape of the positive stop lug boss that the bridge floor end face is provided with;
Be provided with two cloth, one film sliding layer between the boss that is provided with on the below of described road bed board body and bridge floor and the bridge floor;
Bed board body two ends, described road each side be symmetrically arranged with liquid condenser.
Described road bed board body is the armored concrete slab of the continuous reinforcement of cast in situs, and the embedding sleeper in plate top adopts general concrete double-block type pillow, bolster or short bolster.
Described two cloth, one film sliding layer is followed successively by upper strata geotextiles, geomembrane and lower floor's geotextiles from top to bottom.
The joint of head bearing of described liquid condenser through both sides and caudal articular process bearing respectively with sliding channel bed board body and bridge floor on fixedly the road bed board be connected.
The present invention has the following advantages:
The present invention can effectively reduce temperature additional force value and crossbeam seam place's temperature deformation value of jointless track on the bridge, thereby avoids being provided with the rail temperature expansion and cotraction regulator; The road bed board can be on bridge longitudinal sliding motion and have enough length, make the rail temperature additional force at place, shrinkage joint, two ends not superpose; Damper can adapt to the temperature dilatation at railway roadbed seam place slowly, the track longitudinal force that happens suddenly in the time of resisting owing to train braking simultaneously.
Description of drawings
Fig. 1 is a structure chart of the present invention.
Fig. 2 is a straight line location cross-sectional drawing of the present invention.
Fig. 3 is a curve of the present invention location cross-sectional drawing.
Fig. 4 is damper structure figure.
Among the figure, 1-joint of head bearing, 2-piston rod, 3-hydraulic cylinder; The 4-oil storage cylinder, 5-damping control valve, 6-stroke indicating graduation, 7-caudal articular process bearing; The 8-liquid condenser, 9-two cloth one film sliding layer, 10-positive stop lug boss, 11-road bed board body; The 12-bridge floor, the 13-sleeper, the 14-bridge floor is the road bed board fixedly.
The specific embodiment
Below in conjunction with the specific embodiment the present invention is carried out detailed explanation.
A kind of beam seam slip damp type of striding of the present invention does not have tiny fragments of stone, coal, etc. road bed board; Be laid on the bridge floor top; The bridge floor end face is provided with the positive stop lug boss consistent with the track circuit direction 10, and its cross section perpendicular to orbital direction is a rectangle, and the present invention is provided with bed board body 11; Be the armored concrete slab of the continuous reinforcement of cast in situs, the embedding sleeper 13 in plate top adopts general concrete double-block type pillow, bolster or short bolster.The bottom of road bed board body 11 is provided with and the corresponding longitudinal spacing groove of positive stop lug boss 10 shapes, the corresponding lateral stability that can guarantee bed board that is provided with of positive stop lug boss 10 and limited impression.Be provided with two cloth, one film sliding layer 9 between the below of road bed board body 11 and the bridge floor 12; Two cloth, one film sliding layer 9 is followed successively by upper strata geotextiles, geomembrane and lower floor's geotextiles from top to bottom; The thickness of upper strata geotextiles is 2mm; The thickness of geomembrane is 1mm, and the thickness of lower floor's geotextiles is 3mm, and the bed board that is arranged so that of two cloth, one film sliding layer 9 can have certain move place on bridge floor 12.Bed board body 11 two ends, road each side be symmetrically arranged with liquid condenser 8.
The major parameter of liquid condenser 8 is following:
1, damper is out of shape (tension and compression) ≦ 2 ~ 5mm suddenly;
2, the unexpected distortion of single damper should provide anti-Li ≧ 250kN; (the sliding panel two ends respectively are provided with two dampers)
3, the slow rate of strain 2 ~ 6mm/ of damper normality hour, damper should not provide counter-force or have only very little resistance under this slow deformation state;
4, the stroke of damper is not less than ± 100mm under the slow deformation state of normality.
Claims (4)
1. stride beam seam slip damp type and do not have tiny fragments of stone, coal, etc. road bed board for one kind, be provided with bed board body (11), it is characterized in that:
The bottom of described road bed board body (11) is provided with the longitudinal spacing groove consistent with the track circuit direction, and limited impression is corresponding with the shape of the positive stop lug boss (10) that bridge floor (12) end face is provided with;
Be provided with two cloth, one film sliding layer (9) between the boss (10) that is provided with on the below of described road bed board body (11) and bridge floor (12) and the bridge floor;
Described road bed board body (11) two ends each side be symmetrically arranged with liquid condenser (8).
2. the beam seam slip damp type of striding according to claim 1 does not have tiny fragments of stone, coal, etc. road bed board, it is characterized in that:
Described road bed board body (11) is the armored concrete slab of the continuous reinforcement of cast in situs, and the embedding sleeper (13) in plate top adopts general concrete double-block type pillow, bolster or short bolster.
3. the beam seam slip damp type of striding according to claim 1 and 2 does not have tiny fragments of stone, coal, etc. road bed board, it is characterized in that:
Described two cloth, one film sliding layer (9) is followed successively by upper strata geotextiles, geomembrane and lower floor's geotextiles from top to bottom.
4. the beam seam slip damp type of striding according to claim 3 does not have tiny fragments of stone, coal, etc. road bed board, it is characterized in that:
The joint of head bearing (1) of described liquid condenser (8) through both sides and caudal articular process bearing (7) respectively with sliding channel bed board body (11) and bridge floor on fixedly the road bed board be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104131022A CN102425081A (en) | 2011-12-10 | 2011-12-10 | Span beam seam sliding damping type ballastless track bed plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104131022A CN102425081A (en) | 2011-12-10 | 2011-12-10 | Span beam seam sliding damping type ballastless track bed plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102425081A true CN102425081A (en) | 2012-04-25 |
Family
ID=45959107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104131022A Pending CN102425081A (en) | 2011-12-10 | 2011-12-10 | Span beam seam sliding damping type ballastless track bed plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102425081A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104343065A (en) * | 2013-07-23 | 2015-02-11 | 深圳市地铁集团有限公司 | Bridge track and constructing method thereof |
| CN105155412A (en) * | 2015-10-20 | 2015-12-16 | 成都市新筑路桥机械股份有限公司 | Embedded rail structure suitable for bridges, and construction method of embedded rail structure |
| CN106012695A (en) * | 2016-06-24 | 2016-10-12 | 北京交通大学 | Prefabricated elastic track bed structure with capacity of energy absorption |
| CN109235151A (en) * | 2018-09-13 | 2019-01-18 | 中铁二院工程集团有限责任公司 | Elastic long sleeper buried-type ballastless track structure on a kind of Railway Steel Truss Girder Bridges |
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| EP1258563B1 (en) * | 2001-05-15 | 2005-01-12 | Pfleiderer Infrastrukturtechnik GmbH & Co. KG | Ballastless railway track with elastically supported sound absorber elements |
| CN1916288A (en) * | 2006-09-05 | 2007-02-21 | 武汉理工大学 | Hybrid system for controlling longitudinal vibration reaction of girder of cable stayed bridge in float type |
| JP3984433B2 (en) * | 2001-05-08 | 2007-10-03 | 財団法人鉄道総合技術研究所 | Rail bearing support structure and vehicle track |
| CN101270568A (en) * | 2007-11-06 | 2008-09-24 | 铁道第四勘察设计院 | Rail plate technique for resolving rail bridge connection of crossbeam seam section |
| CN102121215A (en) * | 2011-03-29 | 2011-07-13 | 中交第四公路工程局有限公司 | Pre-tension paving method for slide layer of high-speed railway ballastless track |
| CN102141105A (en) * | 2010-01-25 | 2011-08-03 | 康尼有限公司 | Stiff damper |
| CN102182119A (en) * | 2011-03-31 | 2011-09-14 | 中铁第四勘察设计院集团有限公司 | Railway ballastless track spanning offline structural joint structure |
| CN202055116U (en) * | 2011-03-31 | 2011-11-30 | 中铁第四勘察设计院集团有限公司 | Prefabricated slab type ballastless track structure |
| CN202401347U (en) * | 2011-12-10 | 2012-08-29 | 中铁第一勘察设计院集团有限公司 | Girder-sew-striding sliding-damping-type ballastless track bed plate |
-
2011
- 2011-12-10 CN CN2011104131022A patent/CN102425081A/en active Pending
Patent Citations (9)
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| JP3984433B2 (en) * | 2001-05-08 | 2007-10-03 | 財団法人鉄道総合技術研究所 | Rail bearing support structure and vehicle track |
| EP1258563B1 (en) * | 2001-05-15 | 2005-01-12 | Pfleiderer Infrastrukturtechnik GmbH & Co. KG | Ballastless railway track with elastically supported sound absorber elements |
| CN1916288A (en) * | 2006-09-05 | 2007-02-21 | 武汉理工大学 | Hybrid system for controlling longitudinal vibration reaction of girder of cable stayed bridge in float type |
| CN101270568A (en) * | 2007-11-06 | 2008-09-24 | 铁道第四勘察设计院 | Rail plate technique for resolving rail bridge connection of crossbeam seam section |
| CN102141105A (en) * | 2010-01-25 | 2011-08-03 | 康尼有限公司 | Stiff damper |
| CN102121215A (en) * | 2011-03-29 | 2011-07-13 | 中交第四公路工程局有限公司 | Pre-tension paving method for slide layer of high-speed railway ballastless track |
| CN102182119A (en) * | 2011-03-31 | 2011-09-14 | 中铁第四勘察设计院集团有限公司 | Railway ballastless track spanning offline structural joint structure |
| CN202055116U (en) * | 2011-03-31 | 2011-11-30 | 中铁第四勘察设计院集团有限公司 | Prefabricated slab type ballastless track structure |
| CN202401347U (en) * | 2011-12-10 | 2012-08-29 | 中铁第一勘察设计院集团有限公司 | Girder-sew-striding sliding-damping-type ballastless track bed plate |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104343065A (en) * | 2013-07-23 | 2015-02-11 | 深圳市地铁集团有限公司 | Bridge track and constructing method thereof |
| CN105155412A (en) * | 2015-10-20 | 2015-12-16 | 成都市新筑路桥机械股份有限公司 | Embedded rail structure suitable for bridges, and construction method of embedded rail structure |
| CN106012695A (en) * | 2016-06-24 | 2016-10-12 | 北京交通大学 | Prefabricated elastic track bed structure with capacity of energy absorption |
| CN109235151A (en) * | 2018-09-13 | 2019-01-18 | 中铁二院工程集团有限责任公司 | Elastic long sleeper buried-type ballastless track structure on a kind of Railway Steel Truss Girder Bridges |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Zhengming Inventor after: Chang Deshi Inventor after: Peng Wensheng Inventor after: Shen Dongsheng Inventor after: Wei Zhouchun Inventor after: Xu Juanjuan Inventor before: Chang Deshi Inventor before: Shen Dongsheng Inventor before: Wei Zhouchun Inventor before: Xu Juanjuan |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: CHANG DESHI SHEN DONGSHENG WEI ZHOUCHUN XU JUANJUAN TO: WANG ZHENGMING CHANG DESHI PENG WENSHENG SHEN DONGSHENG WEI ZHOUCHUN XU JUANJUAN |
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120425 |