CN109056501A - Monorail PC Track Girders system bilayer evacuation platform device - Google Patents
Monorail PC Track Girders system bilayer evacuation platform device Download PDFInfo
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- CN109056501A CN109056501A CN201810598040.9A CN201810598040A CN109056501A CN 109056501 A CN109056501 A CN 109056501A CN 201810598040 A CN201810598040 A CN 201810598040A CN 109056501 A CN109056501 A CN 109056501A
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- NBGBEUITCPENLJ-UHFFFAOYSA-N Bunazosin hydrochloride Chemical compound Cl.C1CN(C(=O)CCC)CCCN1C1=NC(N)=C(C=C(OC)C(OC)=C2)C2=N1 NBGBEUITCPENLJ-UHFFFAOYSA-N 0.000 claims description 27
- 238000007689 inspection Methods 0.000 description 20
- 230000015556 catabolic process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D18/00—Bridges specially adapted for particular applications or functions not provided for elsewhere, e.g. aqueducts, bridges for supporting pipe-lines
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Abstract
Monorail PC Track Girders system bilayer evacuation platform device greatly improves evacuation efficiency to effectively shorten evacuation time, and avoids occurring the safety accidents such as fall, fall down occur during passenger evacuation.The bilayer evacuation platform device is set between track girder side or interval orbit beam, one layer of evacuation platform, two layers of evacuation platform including constituting tower structure, and longitudinal gap is set to the transition stair between one layer of evacuation platform, two layers of evacuation platform, one layer of evacuation platform is arranged on bent cap and connection fixed thereto.
Description
Technical field
The present invention relates to rail traffic, in particular to a kind of Monorail PC Track Girders system bilayer evacuation platform device.
Background technique
Rail Transit System is when emergency cases such as train breaks down, fire, when train being caused to be stopped in interval range, needs
By passenger in time, be safely and fast dispersed into safety zone, so that it is guaranteed that the personal safety of passenger.
Straddle type monorail is one kind of monorail traffic system, and main track section generallys use elevated bridge standard, with subway, gently
The elevated bridge of rail system is compared, and Straddle type monorail unifies form using beam rail, and elevated bridge is not provided with platform board, vehicle inter-bank
In on track girder.Therefore, there is the following aspects in Monorail PC Track Girders system personnel evacuation:
One, vehicle is larger away from ground level, once emergency case occurs, passenger can not directly be dispersed into ground safety zone
Domain, and can only first evacuate to nearest overhead station, via on dispersing station to ground；
Two, Straddle type monorail track girder is not provided with platform board, and evacuation platform is without image of Buddha subway, the overhead interval structure one of light rail
Sample, evacuation platform are directly arranged on bridge platform board；
If three, Monorail PC Track Girders system is provided with inspection platform, inspection platform has certain evacuation function concurrently, inspection
Equating countertop does not exceed track soffit, floor compartment identity distance with a distance from evacuation platform face out of shape generally in 2~3m, tightly
When anxious evacuation, passenger, under train to during inspection platform, can inevitably fall, fall down in the state of crowded, unordered
Etc. safety problems；
Four, for the Railway Project occurred during the evacuation of the above Monorail PC Track Girders system, common solution
It is as follows:
For problem one, the scheme solved at present is mainly the parallel dispersal plan for using vehicle to vehicle, that is, works as train
It breaks down, when being stopped in interval range, control centre sends a column breakdown lorry and travels from other side track to failure
Vehicle parallel position, car door are transferred on breakdown lorry car door, passenger by fault car evacuation, are then transported to station.But
This solution has a following restrictive condition: first, train is only because fault condition parking, will not injure the life of passenger
Safety, can wait for rescue the arrival of vehicle；Second, left and right line line spacing is not very greatly that passenger, which can pass through, rescues channel mistake
It crosses onto breakdown lorry.
For problem two, current solution is that certain evacuation function, inspection platform master are also served as using inspection platform
The platform of cable is placed for Monorail PC Track Girders system, cable is arranged in below inspection platform, laying above inspection platform
There is grid steel plate, in case of emergency, passenger, to evacuating on inspection platform, has certain evacuation function above and below vehicle
Energy.The scheme of inspection platform setting has stringer scheme and two kinds of crossbeam scheme, and stringer scheme refers to that the stringer of inspection platform is set up
On the pier cap beam of section both ends, as Chongqing Monorail PC Track Girders inspection platform use be exactly this scheme；Crossbeam
Scheme refers to that section inspection platform crossbeam is arranged below the trajectory beam of left and right, connect with track girder built-in fitting.Using crossbeam side
The inspection platform of case, is connected with track girder, and inspection platform connector needs to bear long-term vibration under Traffic loading effect
The erosion of dynamic load and wind and frost sleet, connector are easy to occur to loosen, corrode and fall off, not only result under evacuation function
Drop, and falling off for built-in fitting can also damage vehicle that bridge passes through below, pedestrian.In short, this kind of inspection platform without
By being stringer scheme or crossbeam scheme, inspection platform apart from load carrying floor identity distance from larger, in case of emergency, under compartment
It the safety problems such as may fall, fall down on to inspection platform.
For problem three, current solution is that rope ladder is arranged in the car, and passenger is by rope ladder to maintenance under vehicle
On platform, evacuated.But in case of emergency, in the case where especially threatening life safety, the effect of rope ladder
It is limited.Passenger cannot in time, safely, be rapidly performed by evacuation.
In conclusion the setting of Monorail PC Track Girders system evacuation method or inspection platform at present, on the one hand cannot
In time, quickly, safety by passenger evacuation to safety zone, another aspect floor compartment face is at a distance from inspection platform face out of shape
It is larger, the safety problems, actually emergency such as what in emergency circumstances passenger may occur during evacuation falls, falls down
The evacuation problem of lower passenger does not obtain effective solution.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of Monorail PC Track Girders system bilayer evacuation platform device,
To effectively shorten evacuation time, evacuation efficiency is greatly improved, and avoids occurring the peaces such as fall, fall down occur during passenger evacuation
Full accident.
The technical solution adopted by the present invention to solve the technical problems is as follows:
Monorail PC Track Girders system bilayer evacuation platform device of the present invention, it is characterized in that: the bilayer evacuation platform device
It is set between track girder side or interval orbit beam, one layer of evacuation platform, two layers of evacuation including constituting tower structure are flat
Platform and longitudinal gap are set to the transition stair between one layer of evacuation platform, two layers of evacuation platform, one layer of evacuation platform
It is arranged on bent cap and connection fixed thereto.
The invention has the advantages that the double-deck evacuation platform is arranged, passenger can in time, rapidly be evacuated to nearest vehicle
It stands, can effectively shorten evacuation time, greatly improve evacuation efficiency；Two layers of evacuation platform are set, passenger can directly from compartment to
Walked on andante up to two layers of evacuation platform opening, by transition stair can also under walk on andante to one layer of evacuation platform, avoid
Passenger falls to what may be occurred during one layer of evacuation platform directly under compartment, falls down security risk, it is ensured that passenger evacuation
Safety.
Detailed description of the invention
This specification includes following five width attached drawing:
Fig. 1 is the cross-section diagram of Monorail PC Track Girders system bilayer evacuation platform Installation practice 1 of the present invention；
Fig. 2 is the cross-section diagram of Monorail PC Track Girders system bilayer evacuation platform Installation practice 3 of the present invention；
Fig. 3 is the elevation of Monorail PC Track Girders system bilayer evacuation platform device of the present invention；
Fig. 4 is the top view of Monorail PC Track Girders system bilayer evacuation platform device of the present invention；
Fig. 5 is the perspective view of Monorail PC Track Girders system bilayer evacuation platform device transition stair of the present invention.
Component and corresponding label are shown in figure: bent cap 10, track girder 11,12, one layers of vehicle, 20, one layers of evacuation platform are dredged
It dissipates 21, one layers of platform stringer, 22, one layers of evacuation platform crossbeam evacuation platform and walks the evacuation of 23, two layers of andante, 30, two layers of evacuation platform
Platform stringer 31, two floor evacuation platform crossbeams 32, two floor evacuation platform walk andante 33, column 34, longitudinal linking beam 35, transition building
Ladder 40, terraced beam 41, tyre tread 42, upright bar 43, hand banisters 50.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
Monorail PC Track Girders system bilayer evacuation platform device of the invention, is set to 11 side of track girder (such as Fig. 2 institute
Show) or interval orbit beam 11 (as shown in Figure 1) between, including constituting 20, two layers of one layer of evacuation platform of tower structure evacuation
Platform 30 and longitudinal gap are set to the transition stair 40 between one layer of evacuation platform, 20, two layers of evacuation platform 30.Described one
Layer evacuation platform 20 is arranged on bent cap 10 and connection fixed thereto, keeps evacuation platform and track girder 11 completely disengaged, mutually not shadow
It rings.Two layers of evacuation platform of one layer of evacuation platform 20 and two layers of evacuation platform 30 is set, and passenger can in time, rapidly evacuate to most
Nearly station, can effectively shorten evacuation time, greatly improve evacuation efficiency.Two layers of evacuation platform 30 are set, passenger can directly from
Compartment reaches two layers of evacuation platform and walks on andante, by transition stair 40 can also under walk on andante to one layer of evacuation platform, keep away
Exempt from passenger to fall to what may be occurred during one layer of evacuation platform 20 directly under compartment, fall down security risk, it is ensured that multiply
Objective evacuation safety.
Referring to figs. 1 to Fig. 3, one layer of evacuation platform 20 includes one layer of evacuation platform stringer, 21, one layers of evacuation platform cross
Beam 22 and one layer of evacuation platform walk andante 23, one to be horizontally arranged at interval layer evacuation platform stringer 21 and longitudinal gap setting one
Layer evacuation platform crossbeam 22, which is connected as one, constitutes lower layer's Vierendeel girder, and one layer of evacuation platform walks andante 23 and be fixedly mounted on the lower layer
On Vierendeel girder.Two layers of evacuation platform 30 includes that two layers of evacuation platform stringer, 31, two layers of evacuation platform crossbeam 32 and two layers are dredged
Scattered platform walks andante 33, two layers of evacuation platform cross of two to be horizontally arranged at interval layer evacuation platform stringer 31 and longitudinal gap setting
Beam 32, which is connected as one, constitutes upper layer Vierendeel girder, and two layers of evacuation platform are walked andante 33 and are fixedly mounted on the upper layer Vierendeel girder.Institute
State the both lateral sides longitudinal gap setting column 34 of two layers of evacuation platform 30, the upper end of each column 34 and two layers of evacuation platform stringer
31 are fixedly connected, and lower end is fixedly connected with one layer of evacuation platform stringer 21, and the middle part with heel post 34 is fixedly connected with longitudinal link
Beam 35, longitudinal linking beam 35 play reinforcement firm effect.
Referring to Fig. 3 and Fig. 4, two layers of evacuation platform is walked longitudinal gap setting opening, transition stair 36 on andante 33 and is set
It is placed in opening, lower end, upper end are fixedly connected with one layer of evacuation platform, 20, two layers of evacuation platform 30 respectively.
Referring to figs. 1 to Fig. 3, both lateral sides, centre and the opening circumferentially-spaced that two layers of evacuation platform walks andante 33 are set
Hand banisters 50 is set, the lower end of each hand banisters 50 is fixedly connected with two layers of evacuation platform stringer 31.Referring to Fig. 2, when bilayer is dredged
When scattered platform is set to 11 side of track girder, handrail is arranged far from 11 side longitudinal gap of track girder in one layer of evacuation platform 20
Railing 50, the lower end of each hand banisters 50 are fixedly connected with one layer of evacuation platform stringer 21.
Referring to Fig. 5, the transition stair 40 are made of terraced beam 41, tyre tread 42 and upright bar 43, and tyre tread 42 is fixed at ladder
On beam 41,43 longitudinal gap of upright bar is set to 42 two sides of tyre tread, and lower end is fixedly connected with terraced beam 41, and upper end and two layers of evacuation are flat
Platform stringer 31 is fixedly connected.
Referring to Figures 1 and 2, when vehicle 12 breaks down or the emergency cases such as fire, when vehicle 12 is parked in section, passenger
Two layers of evacuation platform can be gone to from vehicle 12 to walk above andante 33, are walked andante 33 along two layers of evacuation platform and are evacuated to nearest station,
It can also walk above andante 23, then evacuate to nearest station to one layer of evacuation platform via under transition stair 40, one layer of evacuation is flat
Platform walks 23 to two layers of evacuation platform of andante, and to walk the effective evacuation area of andante 33 big, is more advantageous to the evacuation of passenger.
The above is some of Monorail PC Track Girders system bilayer evacuation platform device of the present invention that explain through diagrams
Principle is not intended to for the present invention being confined in shown and described specific structure and the scope of application, therefore all possible quilts
The corresponding modification utilized and equivalent belong to the applied the scope of the patents of the present invention.
Claims (8)
1. Monorail PC Track Girders system bilayer evacuation platform device, it is characterized in that: the bilayer evacuation platform device is set to rail
Between road beam (11) side or interval orbit beam (11), including constitute structure tower structure one layer of evacuation platform (20), two layers
Evacuation platform (30) and longitudinal gap are set to the transition building between a floor evacuation platform (20), two floor evacuation platform (30)
Terraced (40), one layer of evacuation platform (20) is located on bent cap (10) and connection fixed thereto.
2. Monorail PC Track Girders system bilayer evacuation platform device as described in claim 1, it is characterized in that: described one layer is dredged
Dissipating platform (20) includes that one layer of evacuation platform stringer (21), one layer of evacuation platform crossbeam (22) and one layer of evacuation platform walk andante
(23), one layer of evacuation platform stringer (21) being horizontally arranged at interval and one layer of evacuation platform crossbeam (22) of longitudinal gap setting are even
It is connected in and is integrally formed lower layer's Vierendeel girder, one layer of evacuation platform is walked andante (23) and be fixedly mounted on lower layer's Vierendeel girder.
3. Monorail PC Track Girders system bilayer evacuation platform device as claimed in claim 2, it is characterized in that: described two layers are dredged
Dissipating platform (30) includes that two layers of evacuation platform stringer (31), two layers of evacuation platform crossbeam (32) and two layers of evacuation platform walk andante
(33), two layers of evacuation platform stringer (31) being horizontally arranged at interval and two layers of evacuation platform crossbeam (32) of longitudinal gap setting are even
It is connected in and is integrally formed upper layer Vierendeel girder, two layers of evacuation platform are walked andante (33) and are fixedly mounted on the upper layer Vierendeel girder.
4. Monorail PC Track Girders system bilayer evacuation platform device as claimed in claim 3, it is characterized in that: described two layers are dredged
Column (34) are arranged in the both lateral sides longitudinal gap for dissipating platform (30), the upper end of each column (34) and two layers of evacuation platform stringer
(31) it is fixedly connected, lower end is fixedly connected with one layer of evacuation platform stringer (21), is fixedly connected in the middle part of same heel post (34) vertical
To linking beam (35).
5. Monorail PC Track Girders system bilayer evacuation platform device as claimed in claim 4, it is characterized in that: described two layers are dredged
Scattered platform walks on andante (33) longitudinal gap setting opening, and transition stair (40) are arranged at the opening, lower end, upper end respectively with
One layer of evacuation platform (20), two layers of evacuation platform (30) are fixedly connected.
6. Monorail PC Track Girders system bilayer evacuation platform device as claimed in claim 5, it is characterized in that: described two layers are dredged
Scattered platform walks andante (33) both lateral sides, centre and opening circumferentially-spaced setting hand banisters (50), each hand banisters (50)
Lower end is fixedly connected with two layers of evacuation platform stringer (31).
7. Monorail PC Track Girders system bilayer evacuation platform device as claimed in claim 5, it is characterized in that: the transition building
Terraced (40) are made of terraced beam (41), tyre tread (42) and upright bar (43), and tyre tread (42) is fixed on terraced beam (41), upright bar (43)
Longitudinal gap is set to tyre tread (42) two sides, and lower end is fixedly connected with terraced beam (41), upper end and two layers of evacuation platform stringer
(31) it is fixedly connected.
8. Monorail PC Track Girders system bilayer evacuation platform device as claimed in claim 3, it is characterized in that: described one layer is dredged
Platform (20) are dissipated far from track girder (11) side longitudinal gap setting hand banisters (50), the lower end and one of each hand banisters (50)
Layer evacuation platform stringer (21) is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810598040.9A CN109056501A (en) | 2018-06-11 | 2018-06-11 | Monorail PC Track Girders system bilayer evacuation platform device |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810598040.9A CN109056501A (en) | 2018-06-11 | 2018-06-11 | Monorail PC Track Girders system bilayer evacuation platform device |
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| CN201810598040.9A Pending CN109056501A (en) | 2018-06-11 | 2018-06-11 | Monorail PC Track Girders system bilayer evacuation platform device |
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| CN201777310U (en) * | 2010-09-19 | 2011-03-30 | 邓继悦 | Novel public transport device capable of opening doors both on upper and lower layers |
| CN105926379A (en) * | 2016-07-06 | 2016-09-07 | 上海市隧道工程轨道交通设计研究院 | Monorail traffic overhead section overhauling passage and application method thereof |
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| CN107435291A (en) * | 2017-08-18 | 2017-12-05 | 中车南京浦镇车辆有限公司 | A kind of cross-saddle single-track traffic Emergency Access |
| CN206736635U (en) * | 2017-05-31 | 2017-12-12 | 重庆市轨道交通设计研究院有限责任公司 | The evacuation inspection platform of straddle-type monorail transportation system |
| CN208309364U (en) * | 2018-06-11 | 2019-01-01 | 中铁二院工程集团有限责任公司 | Monorail PC Track Girders system bilayer evacuation platform device |
-
2018
- 2018-06-11 CN CN201810598040.9A patent/CN109056501A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030234139A1 (en) * | 2002-06-20 | 2003-12-25 | Burch Leon A. | Emergency evacuation system for a staircase |
| RU44131U1 (en) * | 2004-10-27 | 2005-02-27 | Открытое Акционерное Общество "Метрогипротранс" | FLAT STATION OF THE METRO |
| KR20090076879A (en) * | 2009-06-23 | 2009-07-13 | 신영기술개발(주) | A safety exit pass way for mono rail system |
| CN201777310U (en) * | 2010-09-19 | 2011-03-30 | 邓继悦 | Novel public transport device capable of opening doors both on upper and lower layers |
| CN101954914A (en) * | 2010-10-13 | 2011-01-26 | 上海磁浮交通发展有限公司 | Quick and safe escape system for magnetic suspension rail transit and implementation method thereof |
| CN205893827U (en) * | 2016-06-13 | 2017-01-18 | 中铁第四勘察设计院集团有限公司 | Single track U -shaped track roof beam of a formula of striding with sparse platform that overhauls |
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Application publication date: 20181221 |