CN206736635U - The evacuation inspection platform of straddle-type monorail transportation system - Google Patents

The evacuation inspection platform of straddle-type monorail transportation system Download PDF

Info

Publication number
CN206736635U
CN206736635U CN201720619257.4U CN201720619257U CN206736635U CN 206736635 U CN206736635 U CN 206736635U CN 201720619257 U CN201720619257 U CN 201720619257U CN 206736635 U CN206736635 U CN 206736635U
Authority
CN
China
Prior art keywords
evacuation
platform
straddle
crossbeam
transportation system
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.)
Active
Application number
CN201720619257.4U
Other languages
Chinese (zh)
Inventor
赵晓波
陈波
夏国志
吴天
李燕清
张富贵
郭宏飞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CHONGQING RAIL TRANSIT DESIGN AND RESEARCH INSTITUTE Co Ltd
Original Assignee
CHONGQING RAIL TRANSIT DESIGN AND RESEARCH INSTITUTE Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CHONGQING RAIL TRANSIT DESIGN AND RESEARCH INSTITUTE Co Ltd filed Critical CHONGQING RAIL TRANSIT DESIGN AND RESEARCH INSTITUTE Co Ltd
Priority to CN201720619257.4U priority Critical patent/CN206736635U/en
Application granted granted Critical
Publication of CN206736635U publication Critical patent/CN206736635U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

It the utility model is related to a kind of evacuation inspection platform of straddle-type monorail transportation system, including two track girders and it is arranged at bent cap of the track girder both ends for supporting track beam, access path and evacuation platform are provided between two track girder, the access path includes the more crossbeams for being transversely arranged at two track girder bottoms and the bottom plate formed by steel grating laying being arranged on the crossbeam, the crossbeam is connected by crossbeam connection component with track girder, and the evacuation platform is located above access path and stair are provided between access path.The utility model replaces the longitudinal girder steel of tradition come bearing plate by shaped steel crossbeam so that the weight reduction of access path, cost are reduced.In addition, evacuation platform is supported on bent cap, it is not necessary to along the longitudinally through setting of track girder, mitigate to track girder and the additional load of access path, it is cost-effective, and the hand steered railing of passenger is available on evacuation platform, security of the increase passenger when being evacuated on evacuation platform.

Description

The evacuation inspection platform of straddle-type monorail transportation system
Technical field
The utility model belongs to city rail technical field of structures, and in particular to a kind of straddle-type monorail transportation system is dredged Dissipate inspection platform.
Background technology
Straddle-type monorail transportation system can be used as City Rail Transit System, such as the straddle-type monorail in China Chongqing to hand over It is logical, can also be boundless as the circuit of going sightseeing at scenic spot, its application prospect.
Straddle-type monorail transportation system mainly uses the operation mode of two-wire in operation section, that is, sets two track girders, Two track girder bottoms are access path.Current access path be ride upon more longitudinal girder steels between two adjacent bent caps and Steel grating plate forms.Due to length direction arrangement of the girder steel along track girder, its span is big, to ensure enough strength and stiffness, Longitudinal girder steel size is larger, therefore access path steel using amount is big, builds and maintenance cost is high, and deadweight is heavier, adds lower section and ties Structure load, integrated cost are higher.
In addition, current cross-saddle single-track traffic emergency management and rescue scheme is to evacuate personnel by another row breakdown lorry, This mode can not realize the evacuation of personnel in time, and reliability and security are poor.Patent document CN201620579036.4 A kind of straddle-type monorail is disclosed greatly across the evacuation inspection platform set in box beam, the patent sets evacuation on the bottom plate of box beam Inspection platform.The patent is only used for wide-span case beam, and application is small, and the box beam scale of construction is big, and permeability is poor, below track girder Vegetation, pedestrian and vehicle impact.
Utility model content
In view of this, the utility model purpose is to provide a kind of evacuation inspection platform of straddle-type monorail transportation system, makes It has quick and convenient evacuating personnel, lighter in weight, permeability good, green(On its lower municipal administration greening without influence), build The advantages of low with maintenance cost.
To achieve these goals, the utility model is realized by the following technical solutions:One kind has evacuation maintenance The cross-saddle single-track traffic beam bridge system of platform, including two track girders and be arranged at the track girder both ends and be used for supporting track beam Bent cap, access path and evacuation platform are provided between two track girder, the access path is transversely set including more The crossbeam of two track girder bottoms and the bottom plate formed by steel grating laying being arranged on the crossbeam are placed in, the crossbeam passes through Crossbeam connection component is connected with track girder, and the evacuation platform is located above access path and building is provided between access path Ladder.
Further, the crossbeam connection component include an I-shaped connector and by the connector respectively with rail The first bolt assembly that road beam connects with crossbeam.
Further, the access path also include more it is longitudinally disposed between two bent caps be used for support the bottom The wirerope of plate, the wirerope are connected by wirerope connection component with bent cap.
Further, the wirerope connection component includes pedestal, is embedded on the bent cap and is integrally set with the pedestal in advance The holdfast and two put are oppositely arranged on the linking arm of the pedestal opposite side, across provided with one second spiral shell between two linking arm Bolt assembly, the end of the wirerope have a lasso that can be enclosed on the bolt in second bolt assembly.
Further, the bottom plate include two the first L-shaped plate bodys being oppositely arranged and ride upon two first plate bodys it Between the second plate body, the relative inner of two first plate bodys and the downside of the second plate body form the cable trunking for cabling.
Further, the wirerope passes through the crossbeam, and the both ends of first plate body are provided with extend downwardly anti-and stick up portion, The anti-portion of sticking up is provided with the storage tank that can be caught in the wirerope.
Further, the evacuation platform is arranged on bent cap correspondingly with bent cap.
Further, the both ends of the evacuation platform are respectively equipped with the stair, and face is with evacuating centered on the stair The coplanar inclined ladder of the median plane of platform.
Further, the evacuation platform is provided with railing.
Further, the railing is arranged at intervals with multiple, and the multiple railings and evacuation platform median plane are coplanar.
The beneficial effects of the utility model:
1st, the longitudinal girder steel of tradition is replaced come the load in transmission system by shaped steel crossbeam so that the access path scale of construction subtracts Gently, material is saved, and builds and maintenance cost is reduced.
2nd, the bottom plate of access path is steel grating plate, and its is in light weight, intensity is high, bearing capacity is high, and permeability is good, green ring Protect(Vegetation on lower section, passing pedestrian and vehicle etc. are without influence).
3rd, evacuation platform is rationally arranged on bent cap according to train marshalling list and car door spacing, under emergency conditions, Cheng Keke Upper strata evacuation platform is first striden into, is then moved to both ends, and enters spacious lower floor's access path by both ends inclined ladder, and is evacuated Platform need not be along the longitudinally through setting of track girder, and cost-effective, evacuation platform is supported on bent cap in addition, mitigates track girder Additional load.
4th, evacuation platform, which is provided with, is available for the hand steered railing of passenger, safety of the increase passenger when being evacuated on evacuation platform Property.
Brief description of the drawings
Positive structure diagram of the present utility model when Fig. 1 is without evacuation platform;
Fig. 2 is Fig. 1 A portions mplifying structure schematic diagram;
Fig. 3 is Fig. 1 B portions mplifying structure schematic diagram;
Fig. 4 is the structural representation of wirerope connection component;
Fig. 5 is side structure schematic view of the present utility model.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, below in conjunction with drawings and Examples, The utility model is further elaborated.
As shown in Figure 1 and Figure 5, the utility model provides a kind of evacuation inspection platform of straddle-type monorail transportation system, bag Include two track girders 1 and be arranged at the bent cap 2 that the both ends of track girder 1 are used for supporting track beam 1, between two track girder 1 Provided with access path 3 and evacuation platform 4.The evacuation platform 4 is located at the top of access path 3 and is provided between access path 3 Stair 5, on passenger evacuation to evacuation platform 4 after, entered by stair 5 on access path 3, so as to realize passenger it is quick, Safely evacuate.The access path 3 includes the more crossbeams 31 for being transversely arranged at the bottom of two track girder 1 and is arranged on described The bottom plate 33 formed by steel grating laying on crossbeam 31, the crossbeam 31 are connected by crossbeam connection component 32 with track girder 1. Normally, the crossbeam 31 is made up of I-steel.Steel grating has the advantages of in light weight, intensity is high, weight capacity is big, by polylith Steel grating edge longitudinal direction(I.e. along the length direction of track girder 1)It is laid on crossbeam 31, so as to be formed for personnel(Including Construction and Maintenance people Member and the passenger of emergency evacuation)The bottom plate 33 of walking.Can be between steel grating and steel grating and between steel grating and crossbeam 31 Link together, to ensure the globality of bottom plate 33 and fixed effect.
The utility model replaces the longitudinal girder steel of tradition come bearing plate 33 by shaped steel crossbeam 31, due to the length of crossbeam 31 It is short, therefore bearing load is small, Path of Force Transfer is short, therefore design size is smaller, so as to reduce the overall scale of construction of access path 3, section About steel, reduce cost.
In one embodiment, as shown in Fig. 2 the crossbeam connection component 32 include an I-shaped connector 321 with And the first bolt assembly 322 for being connected the connector 321 with track girder 1 and crossbeam 31 respectively.I-shaped connector 321 The spacing of crossbeam 31 and the bottom of track girder 1 is added, has ensured the effective of train(Locomotive bottom is avoided to hit crossbeam 31).Should The crossbeam connection component of structure, stress is more reasonable, and structure is more stable.
In one embodiment, the access path 3 also include more it is longitudinally disposed between two bent caps 2 be used for branch The wirerope 34 of the bottom plate 33 is held, the wirerope 34 is connected by wirerope connection component 35 with bent cap 2.Wirerope 34 and the shape of crossbeam 31 Into latticed supporting structure, while ensureing to provide reliable supporting to bottom plate 33, it is possible to reduce the arrangement quantity of crossbeam 31, The appropriate overall weight for reducing access path 3.
Preferably, as shown in figure 4, the wirerope connection component 35 include pedestal 351, be embedded in advance on the bent cap 2 and with The holdfast 352 and two that the pedestal 351 is wholely set is oppositely arranged on the linking arm 353 of the opposite side of pedestal 351, and described two Across provided with one second bolt assembly 354 between linking arm 353, i.e. bolt in the second bolt assembly 354 is through two connections Arm 353, the end of the wirerope 34 have a lasso 341 that can be enclosed on the bolt in second bolt assembly 354.It is anti- Only the pine of nut moves back, and the present embodiment takes one end away from nut on bolt in the second bolt assembly 354 to set latch Reach the purpose for preventing that nut pine from moving back.By the built-in fitting in the present embodiment, be advantageous to wirerope 34 quickly and conveniently with bent cap 2 Connection.
In one embodiment, the bottom plate 33 includes two the first L-shaped plate bodys 331 being oppositely arranged and rides upon two The downside of second plate body 332 between first plate body 331, the relative inner of two first plate bodys 331 and the second plate body 332, which is formed, to be used for The cable trunking 36 of cabling.Specifically, the short side that two the first plate bodys 331 being oppositely arranged are arranged to L-shaped is close to each other Form, so as to form a passage that can place cable at the middle part of bottom plate 33, then by covering the L in two first plate bodys 331 The second plate body 332 on the short side of shape forms the cable trunking 36 for cabling.The line being laid in cable trunking 36 Cable is supported by the crossbeam 31 of lower section.Ride upon between the second plate body 332 on two first plate bodys 331 and the first plate body 331 as can Dismantling connection, such as clamping, bolt connection, so as to which the second plate body 332 can be removed or open, so as to which cable is put into cable In wire casing 36 and later stage cable overhauls.In the present embodiment, the second plate body 332 is both the cover plate of cable trunking 36, is evacuation again A part for the bottom plate 33 of passage 3.The cable trunking 36 of said structure, with being separately provided in the prior art on access path 3 Cable trunking 36 is compared, and the bottom of cable trunking 36 substitutes complete bottom plate 33 by spaced crossbeam 31, so as to further Reduce the overall weight of access path 3.
In one embodiment, as shown in figure 3, being provided with through hole 311 at the middle part of crossbeam 31, the wirerope 34 is through the through hole 311 pass through the crossbeam 31, and the both ends of first plate body 331 are provided with extend downwardly anti-and stick up portion 3311, described anti-to stick up portion 3311 are provided with the storage tank 3312 that can be caught in the wirerope 34, and storage tank 3312 described in general is U-lag.The both ends of wirerope 34 After being connected respectively with bent cap 2, the first plate body 331 is placed on crossbeam 31 by wirerope 34 integral into linear or nearly straight shape And not crossbeam 31 connects, card in the storage tank 3312 at the both ends of the first plate body 331 is then set to have wirerope 34, such first plate Connected between the plate body 331 of body 331 and first or between the first plate body 331 and crossbeam 31, be convenient for changing the first plate body 331 or Other need the service work for taking the first plate body 331 apart.
In one embodiment, the evacuation platform 4 is rationally arranged on bent cap 2 according to train length and car door spacing, I.e. described evacuation platform 4 is arranged on bent cap 2 correspondingly with bent cap 2.Evacuation platform 4 need not be longitudinally through along track girder 1 Set, it is cost-effective so as to mitigate the additional load to track girder 1 and access path 3.
In one embodiment, the both ends of the evacuation platform 4 are respectively equipped with the stair 5, centered on the stair 5 The face inclined ladder coplanar with the median plane of evacuation platform 4.Inclined ladder has the advantages of evacuation speed is fast, safe.And due to oblique Ladder is coplanar with the median plane of evacuation platform 4, therefore inclined ladder will not reduce channel cross-sectional area of the access path at evacuation platform 4.
In one embodiment, the evacuation platform 4 is provided with railing 6.Evacuation is having to the passenger on evacuation platform 4 When train passes through, can hand-rail 6 keep one's balance, avoid evacuation during fall down evacuation platform 4.Similarly, at stair 5 Railing 6 can also be set.
Preferably, the railing 6 is arranged at intervals with multiple, and the multiple railings 6 and the median plane of evacuation platform 4 are coplanar. On the premise of not influenceing inclined ladder movement of the passenger to the both ends of evacuation platform 4, passenger can be through being spaced in 6 liang of railing between railing 6 Side is passed through, so as to avoid passenger's congestion in evacuation platform.
The advantages of general principle and principal character of the present utility model and the utility model has been shown and described above, for For those skilled in the art, it is clear that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and without departing substantially from this In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the utility model is by institute Attached claim rather than described above limit, it is intended that will fall in the implication and scope of the equivalency of claim All changes are included in the utility model.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It is appreciated that other embodiment.

Claims (10)

1. a kind of evacuation inspection platform of straddle-type monorail transportation system, including two track girders and it is arranged at the track girder both ends For the bent cap of supporting track beam, access path and evacuation platform are provided between two track girder, it is characterised in that:It is described Access path includes the more crossbeams for being transversely arranged at two track girder bottoms and is arranged on being spread by steel grating on the crossbeam If the bottom plate formed, the crossbeam is connected by crossbeam connection component with track girder, and the evacuation platform is located on access path It is provided with just and between access path stair.
2. the evacuation inspection platform of straddle-type monorail transportation system according to claim 1, it is characterised in that:The crossbeam Connection component includes an I-shaped connector and the first bolt for being connected the connector with track girder and crossbeam respectively Component.
3. the evacuation inspection platform of straddle-type monorail transportation system according to claim 1, it is characterised in that:The maintenance Passage also includes the more longitudinally disposed wireropes for being used to support the bottom plate between two bent caps, and the wirerope passes through wirerope Connection component is connected with bent cap.
4. the evacuation inspection platform of straddle-type monorail transportation system according to claim 3, it is characterised in that:The wirerope Connection component is oppositely arranged on described including pedestal, the holdfast and two that are embedded on the bent cap and are wholely set with the pedestal in advance The linking arm of pedestal opposite side, have across provided with one second bolt assembly, the end of the wirerope between two linking arm One can be enclosed on the lasso on the bolt in second bolt assembly.
5. the evacuation inspection platform of straddle-type monorail transportation system according to claim 3, it is characterised in that:The bottom plate Including two the first L-shaped plate bodys being oppositely arranged and ride upon the second plate body between two first plate bodys, the phase of two first plate bodys The cable trunking for cabling is formed to the downside of inner side and the second plate body.
6. the evacuation inspection platform of straddle-type monorail transportation system according to claim 5, it is characterised in that:The wirerope Through the crossbeam, the both ends of first plate body are provided with extend downwardly anti-and stick up portion, and the anti-portion of sticking up, which is provided with, can make the steel The storage tank that cable is caught in.
7. the evacuation inspection platform of the straddle-type monorail transportation system according to claim any one of 1-6, it is characterised in that: The evacuation platform is arranged on bent cap correspondingly with bent cap.
8. the evacuation inspection platform of straddle-type monorail transportation system according to claim 7, it is characterised in that:The evacuation The both ends of platform are respectively equipped with the stair, the coplanar inclined ladder of the median plane of face and evacuation platform centered on the stair.
9. the evacuation inspection platform of straddle-type monorail transportation system according to claim 8, it is characterised in that:The evacuation Platform is provided with railing.
10. the evacuation inspection platform of straddle-type monorail transportation system according to claim 9, it is characterised in that:The column Bar is arranged at intervals with multiple, and the multiple railings and evacuation platform median plane are coplanar.
CN201720619257.4U 2017-05-31 2017-05-31 The evacuation inspection platform of straddle-type monorail transportation system Active CN206736635U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720619257.4U CN206736635U (en) 2017-05-31 2017-05-31 The evacuation inspection platform of straddle-type monorail transportation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720619257.4U CN206736635U (en) 2017-05-31 2017-05-31 The evacuation inspection platform of straddle-type monorail transportation system

Publications (1)

Publication Number Publication Date
CN206736635U true CN206736635U (en) 2017-12-12

Family

ID=60569331

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720619257.4U Active CN206736635U (en) 2017-05-31 2017-05-31 The evacuation inspection platform of straddle-type monorail transportation system

Country Status (1)

Country Link
CN (1) CN206736635U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108149530A (en) * 2018-01-05 2018-06-12 中铁工程设计咨询集团有限公司 A kind of straddle-type monorail composite bridge and its construction method
CN108221509A (en) * 2018-02-09 2018-06-29 北京交通大学 A kind of cross-saddle single-track traffic pre-track beam of ribbed plate
CN109056501A (en) * 2018-06-11 2018-12-21 中铁二院工程集团有限责任公司 Monorail PC Track Girders system bilayer evacuation platform device
CN109972539A (en) * 2017-12-28 2019-07-05 比亚迪股份有限公司 The maintenance platform of rail traffic
CN110318307A (en) * 2018-03-30 2019-10-11 比亚迪股份有限公司 A kind of track for Rail Transit System
CN112127942A (en) * 2020-08-24 2020-12-25 中铁第四勘察设计院集团有限公司 Connection structure of evacuation platform in shield zone at interconnection channel

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109972539A (en) * 2017-12-28 2019-07-05 比亚迪股份有限公司 The maintenance platform of rail traffic
CN109972539B (en) * 2017-12-28 2021-05-14 比亚迪股份有限公司 Maintenance platform for rail transit
CN108149530A (en) * 2018-01-05 2018-06-12 中铁工程设计咨询集团有限公司 A kind of straddle-type monorail composite bridge and its construction method
CN108221509A (en) * 2018-02-09 2018-06-29 北京交通大学 A kind of cross-saddle single-track traffic pre-track beam of ribbed plate
CN110318307A (en) * 2018-03-30 2019-10-11 比亚迪股份有限公司 A kind of track for Rail Transit System
CN109056501A (en) * 2018-06-11 2018-12-21 中铁二院工程集团有限责任公司 Monorail PC Track Girders system bilayer evacuation platform device
CN112127942A (en) * 2020-08-24 2020-12-25 中铁第四勘察设计院集团有限公司 Connection structure of evacuation platform in shield zone at interconnection channel

Similar Documents

Publication Publication Date Title
CN206736635U (en) The evacuation inspection platform of straddle-type monorail transportation system
CN104912004B (en) Hold rail-type track transportation bridge evacuation maintenance platform
CN103287440B (en) Combined type single-rail public transport system
US8950337B1 (en) Personal transportation rail system
US6688235B2 (en) Suspended coach transportation system
CN109532875B (en) Micro-rail track system
CN109137641A (en) A kind of double-standard monorail traffic system
CN109537376B (en) Micro-rail track structure
CN112109736B (en) Multi-type combined transport rail transport system
KR20120059240A (en) Hybrid transport system
WO2018233087A1 (en) Suspended sky-train roof evacuation platform system
CN107435291A (en) A kind of cross-saddle single-track traffic Emergency Access
CN109398371B (en) Stepped evacuation platform with cable support
CN107472259A (en) One kind takes into account overhead rail traffic and bus is got on or off the bus and uses station
KR101566526B1 (en) Air-floating elevated structures of Light Rail Transit
CN109532861B (en) Micro-rail track system
CN209258116U (en) A kind of staged evacuation platform with cable bearer
CN204728225U (en) A kind of rail rail traffic bridge of embracing evacuates inspection platform
CN208309364U (en) Monorail PC Track Girders system bilayer evacuation platform device
CN206856699U (en) A kind of evacuation platform for hanging empty iron and leading directly to car door
CN105539459A (en) Gantry type three-dimensional traffic means
CN110644345A (en) Landscape footpath suitable for suspension type monorail
CN206873275U (en) The access path of straddle-type monorail transportation system
CN213951795U (en) Suspension type monorail and highway viaduct combined type three-dimensional traffic system
RU2559270C2 (en) Traffic structure "velopolythene madi"

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant