CN107190658A - A kind of free frame pin-connected panel railway Evacuation platform of steel - Google Patents
A kind of free frame pin-connected panel railway Evacuation platform of steel Download PDFInfo
- Publication number
- CN107190658A CN107190658A CN201710621409.9A CN201710621409A CN107190658A CN 107190658 A CN107190658 A CN 107190658A CN 201710621409 A CN201710621409 A CN 201710621409A CN 107190658 A CN107190658 A CN 107190658A
- Authority
- CN
- China
- Prior art keywords
- platform
- steel
- platform framework
- broken stone
- graded broken
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F1/00—Construction of station or like platforms or refuge islands or like islands in traffic areas, e.g. intersection or filling-station islands; Kerbs specially adapted for islands in traffic areas
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
- E04F11/025—Stairways having stringers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F2011/0203—Miscellaneous features of stairways not otherwise provided for
- E04F2011/0205—Stairways characterised by the use of specific materials for the supporting structure of the treads
- E04F2011/0209—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of metal
Abstract
The invention discloses a kind of free frame pin-connected panel railway Evacuation platform of steel, it includes platform framework, concrete prefabricated board, steel staircase and anchor bolt device;The bottom hollow out of platform framework;Concrete prefabricated board is located at the top of platform framework;Steel staircase is located at the side of platform framework, and the top of steel staircase is fixed on platform framework, and bottom is fixed on the basis of the plain concrete of its underpart by anchor bolt device;The bottom of platform framework is that graded broken stone mixes cement matrix, platform framework is fixed on graded broken stone by anchor bolt device to be mixed on cement matrix, graded broken stone is mixed direction of the surface of cement matrix from platform framework to steel staircase and tilted, the bottom of steel staircase is provided with lateral sulcus, lateral sulcus is disposed adjacent with graded broken stone water mixing mud matrix, and lateral sulcus top is provided with lateral sulcus platform.Simple and reliable for structure, flexible arrangement of the invention, efficiently solves platform drainage problem, and subgrade stability is strong, and speed of application block, cost of investment is few, with significant economic technology benefit.
Description
Technical field
The present invention relates to railroad platform technical field, more particularly to a kind of simple and reliable for structure, flexible arrangement, low cost
The free frame pin-connected panel railway Evacuation platform of the high steel of honest and clean, quick construction, drainage efficiency.
Background technology
Traditional railway Evacuation platform is mostly reinforced concrete structure form, is arranged using the pre-buried pipeline in bottom
Water, not only drainage efficiency is low, and pipeline is easily blocked, and maintenance cost is higher;When in weather conditions severe mountain area, once
Rainwater often can not be discharged road bed by generation heavy showers, the draining of traditional platform rapidly, and a large amount of of rainwater collect meeting to roadbed
Stability, which is brought, to be had a strong impact on, and jeopardizes traffic safety.
In addition, traditional platform, needs live formwork erection to pour, simultaneously because the platform scale of construction is larger, it is necessary to when longer during construction
Between, concrete can be only achieved intensity and come into operation, and its long construction period, construction cost are high.
And Evacuation platform be located at railway both sides curb, at this concentrated setting have signal of communication, Power Cable Groove and
The facilities such as cable shaft, contact net column, former concrete solid platform is constructed interference effect to these facilities greatly, is also unfavorable for
The operation phase safeguards.
The content of the invention
There is provided a kind of free frame pin-connected panel railway Evacuation station of steel for above-mentioned the deficiencies in the prior art by the present invention
Platform, its simple and reliable for structure, flexible arrangement, efficiently solves platform drainage problem, and subgrade stability is strong, it is ensured that driving peace
Entirely;And speed of application is improved, cost of investment is reduced, with significant economic technology benefit;And will not be to communication, electric power electricity
Cable facility is impacted, and the operation phase is easy to maintenance.
To solve problems of the prior art, the concrete technical scheme of use is:
A kind of free frame pin-connected panel railway Evacuation platform of steel, it includes platform framework, concrete prefabricated board, steel
Stair and anchor bolt device;The platform framework is welded by angle steel assembly, and the bottom hollow out of the platform framework;It is described mixed
Solidifying soil prefabricated board is located at the top of platform framework;The steel staircase be located at platform framework side, the steel staircase it is upper
Portion is fixed on platform framework, and the bottom of the steel staircase is fixed on the plain concrete basis of its underpart by anchor bolt device
On;The bottom of the platform framework is that graded broken stone mixes cement matrix, and the platform framework is fixed on level by anchor bolt device matches somebody with somebody
Rubble is mixed on cement matrix, and the graded broken stone is mixed direction of the surface of cement matrix from platform framework to steel staircase and tilted,
The bottom of the steel staircase is provided with lateral sulcus, and the lateral sulcus is disposed adjacent with graded broken stone water mixing mud matrix, the lateral sulcus top
The surface of cement matrix is mixed less than the graded broken stone in surface provided with lateral sulcus platform, and the lateral sulcus platform.
It is preferred that scheme, the platform framework includes the upper brace that is welded by angle steel and under upper brace
The platform support leg in portion, the platform support leg includes the medial cradle leg and outrigger leg be arrangeding in parallel, the steel building
Ladder is fixed on medial cradle leg side, and the length of the medial cradle leg is more than the length of outrigger leg.
Further preferred scheme, the outrigger leg is fixed on graded broken stone by anchor bolt device mixes cement matrix
On;The medial cradle leg bottom is provided with concrete shoulder protector, and the medial cradle leg is fixed on concrete by anchor bolt device to be protected
On shoulder, the concrete shoulder protector is mixed on cement matrix located at the graded broken stone.
Scheme still more preferably, the concrete shoulder protector is on lateral sulcus platform upper, and the concrete shoulder protector
The concrete shoulder protector side adjacent with lateral sulcus platform is inclined-plane.
Scheme still further preferably, the bottom graded broken stone water mixing mud matrix surface of the platform framework offers cable
Groove, the wiring duct is disposed adjacent with concrete shoulder protector, and the cable trough is provided with cable trough cover boards, the graded broken stone water mixing
Mud matrix surface, cable through cover plate surface, concrete shoulder protector surface, the height of lateral sulcus platform surface are gradually reduced successively.
The platform framework, concrete prefabricated board, the steel structure device of steel staircase and anchor bolt device pass through hot-dip
Zinc preservative treatment, and zinc-plated grade is not less than AB grades.
The steel staircase includes the terraced beam of both sides and the stair step between terraced beam, and the terraced beam is Q235 grooves
Steel, the stair step is checkered steel plate, by being welded between the terraced beam and stair step.
By using such scheme, a kind of free frame pin-connected panel railway Evacuation platform of steel of the invention and existing skill
Art is compared, and it has technical effect that:
(1), platform framework bottom of the present invention uses the form of hollow out, and graded broken stone water mixing mud matrix surface is inclined-plane,
The side of platform framework is provided with lateral sulcus, and current are easily discharged into lateral sulcus, and bricklaying entity platform is evacuated the bottom of at compared to traditional rescue
Portion sets drainpipe to carry out the mode of draining, and drainage efficiency of the present invention is greatly improved, while avoiding the blocking of pipeline, it is to avoid
Cleaning to pipeline, and subgrade stability is stronger, and ensure that traffic safety.
(2), present invention rescue platform uses frame form, by forming for steel structure assembling, arranges more flexible, works as component
When conflicting with contact net column, bracing wire, CPIII control points, scene can appropriate adjustment member arrangement, its overall structure simply,
Safe and reliable, cost is relatively low, while reducing bricklaying and use, improves efficiency of construction.
(3), platform framework is fixed on bedding and curb by crab-bolt, and stair pass through crab-bolt and bottom plain concrete basis
It is connected, the common guarantee stability of structure.
(4), concrete cover can carry out prefabricated in precast plant, it is easy to mass produce, reliable in quality, and production is completed
After treat platform framework construction finish, you can by wooden handcart transport to scene installed, substantially increase efficiency of construction.
(5), by being welded between the terraced beam of steel staircase and stair step, it makes simple, easy for installation, compares
Traditional bricklaying stair, greatly save material, reduce cost.
(6), steel structure material carries out anti-corrosion using galvanizing by dipping in the platform technology, with good corrosion resistance,
Service life is longer.
In a word, the present invention had both solved mountain area and general regional conventional entity Evacuation platform roadbed scope internal drainage
Confinement problems, provide a kind of structure safety, the construction wider array of platform technology of the convenient, scope of application, advantageously reduce work again
Journey is invested, and saves later maintenance cost, with significant economic technology benefit, and communication, power cable facility will not be caused
Influence, the operation phase is easy to maintenance.
Brief description of the drawings
Fig. 1 is a kind of side view of the free frame pin-connected panel railway Evacuation platform of steel of the invention;
Fig. 2 is a kind of attached view of the free frame pin-connected panel railway Evacuation platform of steel of the invention.
Marked in figure:1st, platform framework;11st, upper brace;12nd, medial cradle leg;13rd, outrigger leg;2nd, coagulation
Native prefabricated board;3rd, steel staircase;31st, terraced beam;32nd, stair step;4th, anchor bolt device;41st, steel plate;42nd, crab-bolt is connected;5th, element is mixed
Solidifying earth foundation;6th, graded broken stone mixes cement matrix;7th, lateral sulcus;71st, lateral sulcus platform;8th, concrete shoulder protector;81st, concrete shoulder protector side
Face;9th, cable trough;10th, cable trough cover boards.
Embodiment
To make the object, technical solutions and advantages of the present invention of greater clarity, with reference to instantiation and with reference to attached
Figure, the present invention is described in more detail.It should be understood that these descriptions are merely illustrative, and it is not intended to limit the present invention's
Scope.In addition, in the following description, the description to known features and technology is eliminated, to avoid unnecessarily obscuring the present invention
Concept.
A kind of free frame pin-connected panel railway Evacuation platform of steel, as depicted in figs. 1 and 2, it includes its overall structure
Platform framework 1, concrete prefabricated board 2, steel staircase 3 and anchor bolt device 4.
The platform framework 1 is welded by angle steel assembly, and the bottom hollow out of the platform framework 1.The platform frame
Frame 1 includes the upper brace 11 and the platform support leg located at upper brace bottom being welded by angle steel, the platform branch
Frame leg includes the medial cradle leg 12 and outrigger leg 13 be arrangeding in parallel, and the steel staircase 3 is fixed on medial cradle leg 12
Side, the upper brace 11 is horizontally disposed with, and the length of the medial cradle leg 12 is more than the length of outrigger leg 13.Institute
Concrete prefabricated board 2 is stated located at the top of the upper brace 11 of platform framework 1.
The steel staircase 3 is located at the side of platform framework 1, and platform framework 1 is fixed on the top of the steel staircase 3
On, the bottom of the steel staircase 3 is fixed on the plain concrete basis 5 of its underpart by anchor bolt device 4.The steel staircase
3 include the terraced beam 31 of both sides and the stair step 32 between terraced beam 31, and the terraced beam 31 is Q235 channel-section steels, and the stair are stepped on
Step 32 is checkered steel plate, by being welded between the terraced beam 31 and stair step 32.The anchor bolt device 4 includes steel plate 41
With connection crab-bolt 42.
The bottom of the platform framework 1 is that graded broken stone mixes cement matrix 6, and the platform framework 1 is solid by anchor bolt device 4
Mixed due to graded broken stone on cement matrix 6, the graded broken stone mixes the surface of cement matrix 6 from platform framework 1 to steel staircase 3
Direction tilt, the bottom of the steel staircase 3 is provided with lateral sulcus 7, and the lateral sulcus 7 mixes that cement matrix 6 is adjacent to be set with graded broken stone
Put, the top of lateral sulcus 7 is provided with lateral sulcus platform 71 close to the side of platform framework 1, and the surface of the lateral sulcus platform 71 is less than
The graded broken stone mixes the surface of cement matrix 6.
The outrigger leg 13 of the platform framework 1 is fixed on graded broken stone by anchor bolt device 4 to be mixed on cement matrix 6,
The bottom of medial cradle leg 12 of the platform framework 1 is provided with concrete shoulder protector 8, and the medial cradle leg 12 passes through anchor bolt device 4
It is fixed on concrete shoulder protector 8, the concrete shoulder protector 8 is mixed on cement matrix 6 located at the graded broken stone.The concrete shield
The side 81 adjacent with lateral sulcus platform on the top of lateral sulcus platform 71, and the concrete shoulder protector 8 of shoulder 8 is inclined-plane.
The surface that the bottom graded broken stone of the platform framework 1 mixes cement matrix 6 offers cable trough 9, the wiring duct 9
It is disposed adjacent with concrete shoulder protector 8, the cable trough 9 is provided with cable trough cover boards 10, the graded broken stone mixes the table of cement matrix 6
Face, the surface of cable trough cover boards 10, the surface of concrete shoulder protector 8, the height on the surface of lateral sulcus platform 71 are gradually reduced successively.
In the present invention, it is all that the platform framework 1, concrete prefabricated board 2, steel staircase 3 and anchor bolt device 4 are included
Steel structure device is by galvanizing by dipping preservative treatment, and whole device is more durable in use.
The step of during Specific construction of the present invention, is as follows:
(1), factory makes steel plate and crab-bolt, the angle steel of platform framework, checkered steel plate, the terraced beam of anchor bolt device, wherein, institute
There is steel structure material to carry out anti-corrosion using galvanizing by dipping, it is zinc-plated to be not less than AB grades;Each component is transported to scene.
(2), smooth location, builds C25 plain concretes basis, lateral sulcus, lateral sulcus platform, concrete shoulder protector, lays cable
Groove;
(3), after C25 plain concrete underlying strengths reach 70%, can assembled anchor bolt device steel plate and crab-bolt, and
The angle steel of platform framework, so as to form framework;
(4), batch production makes concrete prefabricated board, and intensity reaches 70%;
(5), assembled checkered steel plate and terraced beam form terraced step;
(6), when component and contact net column, bracing wire, measurement control point conflicts, it is live can appropriate adjustment member cloth
Put.
The foregoing is merely illustrative of the preferred embodiments of the present invention, the protection domain being not intended to limit the invention, it is all
Within the spirit and principles in the present invention, any modification for being made, equivalent substitution, it is all contained within protection scope of the present invention.
Claims (7)
1. a kind of free frame pin-connected panel railway Evacuation platform of steel, it is characterised in that it is pre- that it includes platform framework, concrete
Making sheet, steel staircase and anchor bolt device;The platform framework is welded by angle steel assembly, and the bottom of the platform framework is engraved
It is empty;The concrete prefabricated board is located at the top of platform framework;The steel staircase is located at the side of platform framework, the steel
The top of stair is fixed on platform framework, and the bottom of the steel staircase is fixed on the plain coagulation of its underpart by anchor bolt device
On earth foundation;The bottom of the platform framework is that graded broken stone mixes cement matrix, and the platform framework is fixed by anchor bolt device
Mixed in graded broken stone on cement matrix, the graded broken stone mixes direction of the surface of cement matrix from platform framework to steel staircase
Tilt, the bottom of the steel staircase is provided with lateral sulcus, and the lateral sulcus is disposed adjacent with graded broken stone water mixing mud matrix, the lateral sulcus
Top is provided with lateral sulcus platform, and the surface of the lateral sulcus platform is less than the surface that the graded broken stone mixes cement matrix.
2. the free frame pin-connected panel railway Evacuation platform of a kind of steel according to claim 1, it is characterised in that:It is described
Platform framework includes the upper brace and the platform support leg located at upper brace bottom being welded by angle steel, the platform
Rack leg includes the medial cradle leg and outrigger leg be arrangeding in parallel, and the steel staircase is fixed on medial cradle leg side,
The length of the medial cradle leg is more than the length of outrigger leg.
3. the free frame pin-connected panel railway Evacuation platform of a kind of steel according to claim 2, it is characterised in that:It is described
Outrigger leg is fixed on graded broken stone by anchor bolt device to be mixed on cement matrix;The medial cradle leg bottom is provided with concrete
Shoulder protector, the medial cradle leg is fixed on concrete shoulder protector by anchor bolt device, and the concrete shoulder protector is matched somebody with somebody located at the level
Rubble is mixed on cement matrix.
4. the free frame pin-connected panel railway Evacuation platform of a kind of steel according to claim 3, it is characterised in that:It is described
Concrete shoulder protector side adjacent with lateral sulcus platform on lateral sulcus platform upper, and the concrete shoulder protector is inclined-plane.
5. the free frame pin-connected panel railway Evacuation platform of a kind of steel according to claim 4, it is characterised in that:It is described
The bottom graded broken stone water mixing mud matrix surface of platform framework offers cable trough, and the wiring duct is adjacent with concrete shoulder protector to be set
Put, the cable trough is provided with cable trough cover boards, the graded broken stone water mixing mud matrix surface, cable through cover plate surface, coagulation
Native shoulder protector surface, the height of lateral sulcus platform surface are gradually reduced successively.
6. the free frame pin-connected panel railway Evacuation platform of a kind of steel according to claim 1, it is characterised in that:It is described
Platform framework, concrete prefabricated board, the steel structure device of steel staircase and anchor bolt device pass through galvanizing by dipping preservative treatment.
7. the free frame pin-connected panel railway Evacuation platform of a kind of steel according to claim 1, it is characterised in that:It is described
Steel staircase includes the terraced beam of both sides and the stair step between terraced beam, and the terraced beam is Q235 channel-section steels, and the stair are stepped on
Walk as checkered steel plate.
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CN201710621409.9A CN107190658B (en) | 2017-07-27 | 2017-07-27 | Steel free frame assembly type railway evacuation rescue platform |
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CN201710621409.9A CN107190658B (en) | 2017-07-27 | 2017-07-27 | Steel free frame assembly type railway evacuation rescue platform |
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CN107190658A true CN107190658A (en) | 2017-09-22 |
CN107190658B CN107190658B (en) | 2023-07-11 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110364958A (en) * | 2019-06-19 | 2019-10-22 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A method of laying cable trough on roadbed |
Citations (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4138947A (en) * | 1977-04-07 | 1979-02-13 | Pickett William H | Noise barrier |
WO1993008334A1 (en) * | 1991-10-23 | 1993-04-29 | Otto Frenzel Bauunternehmen | Railway station platform edge |
EP0556609A1 (en) * | 1992-02-20 | 1993-08-25 | EUKA BAUELEMENTE VERKAUFSGESELLSCHAFT mbH | Railway platform |
WO1998015691A1 (en) * | 1996-10-10 | 1998-04-16 | Hering Gmbh & Co. Kg Verwaltungsgesellschaft | Modular station platform construction kit |
WO2000004236A1 (en) * | 1998-07-15 | 2000-01-27 | Derek William Rea | Platform structure |
DE19959236C1 (en) * | 1999-09-10 | 2000-12-14 | Artur Stauch | Railway station platform uses pre-fabricated platform components , platform support structure components and foundation components |
RU47910U1 (en) * | 2005-05-16 | 2005-09-10 | Асатрян Рубен Саркисович | CULTURAL LEISURE OR PUBLIC APPOINTMENT |
EP1712726A2 (en) * | 2005-04-11 | 2006-10-18 | Hymer-Leichtmetallbau GmbH & Co. KG | Stair with adjustable inclination |
CN101200871A (en) * | 2007-12-14 | 2008-06-18 | 上海市隧道工程轨道交通设计研究院 | Bottom bearing trough girder for rail traffic station |
CN202247720U (en) * | 2011-09-09 | 2012-05-30 | 中铁二院工程集团有限责任公司 | Draining structure for cutting bed of rapid transit railway |
KR20120097766A (en) * | 2011-02-25 | 2012-09-05 | 아이에스동서 주식회사 | Wall structure for platform on thr railwya direction |
GB201218253D0 (en) * | 2012-10-11 | 2012-11-28 | Marshall Nicholas J | Improvements relating to railway structures |
CN103938538A (en) * | 2014-05-15 | 2014-07-23 | 中铁二院昆明勘察设计研究院有限责任公司 | Railroad bridge evacuation platform |
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 |
CN105297561A (en) * | 2015-08-10 | 2016-02-03 | 中铁二十三局集团轨道交通工程有限公司 | Medium and low speed prefabricated reinforced concrete magnetic levitation beam and manufacturing method thereof |
CN205206171U (en) * | 2015-12-18 | 2016-05-04 | 重庆科技学院 | Shaped steel and reinforced concrete assembled stair |
CN105672075A (en) * | 2016-01-17 | 2016-06-15 | 中铁二院工程集团有限责任公司 | Water-rich through cut and low-embankment ballastless track roadbed structure in seasonal frozen soil region |
BR202014020557U2 (en) * | 2014-08-21 | 2016-06-21 | Equipatec Equipmentos E Tecnologias Ltda Me | constructive arrangement applied to a fixed and articulated external emergency ladder |
CN106283969A (en) * | 2016-09-15 | 2017-01-04 | 中铁第四勘察设计院集团有限公司 | Medium-and low-speed maglev traffic engineering two-wire excavation location detached pier pillar support rail girder construction |
AU2017100192A4 (en) * | 2016-07-11 | 2017-03-23 | Guzman, William Manuel Mr | Modular railway station reusable platform system (mrsrps) |
CN206125036U (en) * | 2016-10-16 | 2017-04-26 | 中铁第四勘察设计院集团有限公司 | Multi -functional evacuation system |
CN207109622U (en) * | 2017-07-27 | 2018-03-16 | 四川睿铁科技有限责任公司 | A kind of free frame pin-connected panel railway Evacuation platform of steel |
-
2017
- 2017-07-27 CN CN201710621409.9A patent/CN107190658B/en active Active
Patent Citations (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4138947A (en) * | 1977-04-07 | 1979-02-13 | Pickett William H | Noise barrier |
WO1993008334A1 (en) * | 1991-10-23 | 1993-04-29 | Otto Frenzel Bauunternehmen | Railway station platform edge |
EP0556609A1 (en) * | 1992-02-20 | 1993-08-25 | EUKA BAUELEMENTE VERKAUFSGESELLSCHAFT mbH | Railway platform |
WO1998015691A1 (en) * | 1996-10-10 | 1998-04-16 | Hering Gmbh & Co. Kg Verwaltungsgesellschaft | Modular station platform construction kit |
WO2000004236A1 (en) * | 1998-07-15 | 2000-01-27 | Derek William Rea | Platform structure |
DE19959236C1 (en) * | 1999-09-10 | 2000-12-14 | Artur Stauch | Railway station platform uses pre-fabricated platform components , platform support structure components and foundation components |
EP1712726A2 (en) * | 2005-04-11 | 2006-10-18 | Hymer-Leichtmetallbau GmbH & Co. KG | Stair with adjustable inclination |
RU47910U1 (en) * | 2005-05-16 | 2005-09-10 | Асатрян Рубен Саркисович | CULTURAL LEISURE OR PUBLIC APPOINTMENT |
CN101200871A (en) * | 2007-12-14 | 2008-06-18 | 上海市隧道工程轨道交通设计研究院 | Bottom bearing trough girder for rail traffic station |
KR20120097766A (en) * | 2011-02-25 | 2012-09-05 | 아이에스동서 주식회사 | Wall structure for platform on thr railwya direction |
CN202247720U (en) * | 2011-09-09 | 2012-05-30 | 中铁二院工程集团有限责任公司 | Draining structure for cutting bed of rapid transit railway |
GB201218253D0 (en) * | 2012-10-11 | 2012-11-28 | Marshall Nicholas J | Improvements relating to railway structures |
CN103938538A (en) * | 2014-05-15 | 2014-07-23 | 中铁二院昆明勘察设计研究院有限责任公司 | Railroad bridge evacuation platform |
BR202014020557U2 (en) * | 2014-08-21 | 2016-06-21 | Equipatec Equipmentos E Tecnologias Ltda Me | constructive arrangement applied to a fixed and articulated external emergency ladder |
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 |
CN105297561A (en) * | 2015-08-10 | 2016-02-03 | 中铁二十三局集团轨道交通工程有限公司 | Medium and low speed prefabricated reinforced concrete magnetic levitation beam and manufacturing method thereof |
CN205206171U (en) * | 2015-12-18 | 2016-05-04 | 重庆科技学院 | Shaped steel and reinforced concrete assembled stair |
CN105672075A (en) * | 2016-01-17 | 2016-06-15 | 中铁二院工程集团有限责任公司 | Water-rich through cut and low-embankment ballastless track roadbed structure in seasonal frozen soil region |
AU2017100192A4 (en) * | 2016-07-11 | 2017-03-23 | Guzman, William Manuel Mr | Modular railway station reusable platform system (mrsrps) |
CN106283969A (en) * | 2016-09-15 | 2017-01-04 | 中铁第四勘察设计院集团有限公司 | Medium-and low-speed maglev traffic engineering two-wire excavation location detached pier pillar support rail girder construction |
CN206125036U (en) * | 2016-10-16 | 2017-04-26 | 中铁第四勘察设计院集团有限公司 | Multi -functional evacuation system |
CN207109622U (en) * | 2017-07-27 | 2018-03-16 | 四川睿铁科技有限责任公司 | A kind of free frame pin-connected panel railway Evacuation platform of steel |
Non-Patent Citations (1)
Title |
---|
郑州铁路局: "《高速铁路工务》", 30 April 2012, 中国铁道出版社, pages: 141 - 142 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110364958A (en) * | 2019-06-19 | 2019-10-22 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A method of laying cable trough on roadbed |
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