CN205954416U - Overhead interval access path of monorail transit - Google Patents
Overhead interval access path of monorail transit Download PDFInfo
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- CN205954416U CN205954416U CN201620704533.2U CN201620704533U CN205954416U CN 205954416 U CN205954416 U CN 205954416U CN 201620704533 U CN201620704533 U CN 201620704533U CN 205954416 U CN205954416 U CN 205954416U
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- access path
- monorail transit
- overhead
- bent cap
- crossbeam
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Abstract
The utility model belongs to the technical field of the technique of maintenance is handed over to the rail and specifically relates to an overhead interval access path of monorail transit, its characterized in that: the access path erects adjacent between the bent cap the fixed platform that is provided with on the bent cap, the platform sets up in the edge the overhead extending direction's of monorail transit two adjacent pin make between the access path constitute between the access path and link up in succession. The utility model has the advantages that: it provides interval walking and operation platform not only to be dimension guarantor's work in construction and later stage, has reduced the influence to the ground level road traffic, has shortened construction period, simultaneously lay the space for interval cable provides again, operating repair during the convenient operation does under emergency and acts as the rescue passageway in order to deal with emergency, simple structure is reasonable, and stability is good, and construction convenience is suitable for the popularization.
Description
Technical field
This utility model is related to rail and hands over service technique field, especially a kind of monorail transit overhead interval access path.
Background technology
At present, in the overhead maintenance of monorail transit, generally require and set up ad hoc inspection and repair support in overhead periphery, for maintenance
Personnel overhaul to the various facilities of the monorail transit circuit on overhead section, but so, maintenance support can occupy ground
Large area, not only have impact on the unimpeded of traffic above-ground, is also easy to cause potential safety hazard simultaneously, causes unnecessary accident.
Content of the invention
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art, there is provided a kind of overhead interval inspection of monorail transit
Repair passage, by setting up access path between the bent cap carrying monorail transit circuit and bent cap, be workmen or repair and maintenance people
Member provides work and the travelling platform of continuous insertion, so that workmen or repair and maintenance personnel are carried out along the line to monorail transit circuit
Construction or maintenance.
This utility model purpose is realized being completed by technical scheme below：
A kind of monorail transit overhead interval access path, described monorail transit is overhead be erected on bent cap it is characterised in that：
Described access path is erected between adjacent described bent cap, is fixedly installed platform on described bent cap, described platform setting
In described in adjacent two Pin along the overhead bearing of trend of described monorail transit between access path and make structure between described access path
Become continuous insertion.
The upper strata that described access path at least includes two single strutbeams and is fixedly connected between described single strutbeam is horizontal
Connect panel and lower floor's crossbeam, two described single strutbeams are connected composition one by described lateral connection panel and described crossbeam
Body structure, the described lateral connection panel being wherein located at upper strata is arranged on the back surface of described single strutbeam, positioned at the institute of lower floor
State the beam body middle and lower part that crossbeam is arranged on described single strutbeam.
Described in a described side end and positioned at the lateral connection panel on upper strata, single strutbeam constitutes chain connection, and it is another
Side end passes through lock and constitutes removable being connected with another described single strutbeam.
Described crossbeam positioned at lower floor connects two single strutbeams, lateral connection panel described in upper strata and crossbeam described in lower floor it
Between space be accommodation space.
The end of described access path is shelved on the edge of described bent cap by spherical crown bearing.
The utility model has the advantages that：Not only provide the walking in interval for the repair and maintenance work in construction and later stage and operation is put down
Platform, reduces the impact of road traffic over the ground, shortens the construction period；Provide for interval cable simultaneously again and lay space,
Maintenance and Repair during convenient operation, in case of emergency can also function as rescuing passage to deal with emergency case；Structure is simply closed
Reason, good stability, easy construction, it is suitable to promote.
Brief description
Fig. 1 is elevation of the present utility model；
Fig. 2 is the profile when single track two-wire is arranged for this utility model；
Fig. 3 is the profile when single track single line is arranged for this utility model；
Fig. 4 is the structural representation of access path in Fig. 2；
Fig. 5 is the structural representation of access path in Fig. 3.
Specific embodiment
This utility model feature and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing,
Understanding in order to technical staff of the same trade：
As Figure 1-5, in figure labelling 1-15 is expressed as：Bent cap 1, access path 2, spherical crown bearing 3, track girder 4,
Conductor rail 5, finger-type plate 6, steel platform 7, interval cable 8, H type list strutbeam 9, lateral connection panel 10, hinge 11, lock 12, appearance
13, railing 14 between being empty, crossbeam 15.
Embodiment one：Monorail transit in the present embodiment overhead interval access path is used for carrying for single track two-way traffic circuit
Work for continuous insertion and travelling platform, so that maintainer overhauls to monorail transit circuit.As depicted in figs. 1 and 2,
Monorail transit line facility is erected on bent cap 1, and including track girder 4, conductor rail 5 and finger-type plate 6, wherein track girder 4 passes through to prop up
Mounting is located at the surface of bent cap 1, overlaps transition by finger-type plate 6, conductor rail 5 is respectively provided with in-orbit between adjacent track girder 4
On the two sides of road beam 4 beam body.
As depicted in figs. 1 and 2, setting up between two neighboring bent cap 1 has access path 2, the both side ends of access path 2
It is shelved on the edge of bent cap 1 respectively by spherical crown bearing 3, spherical crown bearing 3 has the automatic function of adapting to angle change it is ensured that examining
The angle of shelving repairing passage 2 remains that the line between bent cap 1 is consistent, thus ensureing it and being erected at bent cap 1 top
Monorail transit circuit is consistent.It is additionally provided with steel platform 7 in the back of bent cap 1, the set location of steel platform 7 is located at along monorail transit
Between two adjacent Pin access paths 2 of circuit, it is used for making to constitute continuous insertion between access path 2, thus realizing along continuous
The access path 2 of insertion all can overhaul to the everywhere facility on monorail transit circuit.
As shown in figure 4, access path 2 constitutes load-carrying member by three H type list strutbeams 9, logical between H type list strutbeam 9 two-by-two
Cross upper strata lateral connection panel 10 and lower floor's crossbeam 15 forms and is connected so that three H type list strutbeams 9 are integrally formed.Upper strata
Lateral connection panel 10 is arranged on the back of H type list strutbeam 9, and lower floor's crossbeam 15 is arranged on the middle and lower part of H type list strutbeam 9.Now,
Accommodation space 13 is surrounded between H type list strutbeam 9 and upper strata lateral connection panel 10 and lower floor's crossbeam 15.Laterally connecting positioned at back
One side end of junction plate 10 constitutes chain connection, lateral connection panel with the back of the H type list strutbeam 9 in outside by hinge 11
10 end side constitutes removable being connected with the back of the H type list strutbeam 9 of inner side by latching 12；So,
Lateral connection panel 10, when latching 12 unblock, can be rotarily opened by hinge 11 laterally（As shown in Fig. 2 dotted portion）, from
And open accommodation space 13.
Above-mentioned access path 2 has following three application process：
1）Along the overhead bearing of trend of monorail transit, using continuous insertion access path 2 to the list being erected on bent cap 1
Rail traffic line facility is constructed or is overhauled.Construction herein also refers to, before the construction of monorail transit line facility just
Access path 2 is set up on bent cap 1 so that workmen can carry out applying of monorail transit line facility on access path 2
Work；Can also refer to, on access path 2, rebuilding construction be carried out to monorail transit line facility.Maintenance herein refers to
Repair and maintenance is carried out to monorail transit line facility.So, access path 2 is construction and the work of the repair and maintenance in later stage provides
Interval walking and operating platform, reduce the impact of road traffic over the ground, shorten the construction period.The width of access path 2
Degree is slightly less than the clear distance between two-wire track girder 4, and workmen is walking on access path 2 or can rely on track girder when constructing
4 as Anti-fall measure, it is to avoid fall.
2）As shown in Figure 2 and Figure 4, rotarily open the lateral connection panel 10 on access path 2 upper strata, in accommodation space 13
Lay interval cable 8.In order to avoid electromagnetic interference, accommodation space 13 can be carried out forceful electric power and process with point storehouse of light current, also
It is to say interval forceful electric power cable and interval weak-current cable are laid in separate forceful electric power storehouse and light current storehouse in accommodation space 13 respectively
Among.So, access path 2 provides for interval cable and lays space, the Maintenance and Repair during convenient operation；Meanwhile,
Interval cable is integrated among access path 2 it can also be made to move towards to be consistent with the trend of monorail transit circuit, be area
Between the layout of cable and connection provide convenience.Additionally, other monorail transit circuit institutes can also be laid in accommodation space 13
The various facilities being related to, to meet different application needs.
3）Access path 2 in case of emergency can also function as rescuing passage to deal with emergency case；When train occurs promptly
Situation and in interval stagnate when, related personnel can be rescued using access path 2.So, access path 2 is interval
Interior driving safety provides another layer guarantee.
Embodiment two：The present embodiment is compared to the difference of embodiment one：There is provided for single track single-line traffic circuit
The work of continuous insertion and travelling platform.As shown in figure 3, access path 2 is erected on bent cap 1, and it is located at the one of track girder 4
Side, operator（Workmen or maintainer）Can be to related single on track girder 4 and track girder 4 on access path 2
Rail traffic line facility is constructed or is overhauled.
As shown in figure 5, in this enforcement, the structure of access path 2 is similar with the structure in embodiment one, between the two
Difference is, due to access path 2 single track single-line traffic circuit width compared to the width in its single track two-way traffic circuit
Less, therefore it is made up of two H type list strutbeams 9, and set upper strata lateral connection panel 10 between H type list strutbeam 9 and
The structure of lower floor's crossbeam 15 is then identical with the structure in embodiment one.
When access path is applied in single track single-line traffic circuit, in order to prevent operator from walking on access path 2
Shi Fasheng falls, and causes hazard to person, is installed with railing 14 in the outside of access path 2, railing 14 is along monorail transit line
Road is arranged, and it highly meets safety standard requirements.
Above-described embodiment is in the specific implementation：The lateral connection panel 10 of rotatable unlatching can adopt steel grating form, makes
, on the premise of meeting intensity requirement, outward appearance is penetrating slim and graceful for whole access path 2.
Although above example elaborates to the design of this utility model purpose and embodiment referring to the drawings,
But those skilled in the art will realize that under the precondition limiting scope without departing from claim, still may be used
So that this utility model is made with various modifications and variations, such as：The model of each part, size, material etc., therefore here is not gone to live in the household of one's in-laws on getting married one by one
State.
Claims (5)
1. a kind of monorail transit overhead interval access path, described monorail transit is overhead be erected on bent cap it is characterised in that：Institute
State access path to be erected between adjacent described bent cap, described bent cap is fixedly installed platform, described platform is arranged at
Along described in adjacent two Pin of the overhead bearing of trend of described monorail transit between access path and make between described access path constitute
Continuous insertion.
2. a kind of monorail transit according to claim 1 overhead interval access path it is characterised in that：Described access path
At least include two single strutbeams and be fixedly connected on upper strata lateral connection panel and lower floor's crossbeam between described single strutbeam, two
Individual described single strutbeam is connected by described lateral connection panel and described crossbeam and is integrally formed structure, is wherein located at upper strata
Described lateral connection panel is arranged on the back surface of described single strutbeam, is arranged on described single strutbeam positioned at the described crossbeam of lower floor
Beam body middle and lower part.
3. a kind of monorail transit according to claim 2 overhead interval access path it is characterised in that：Described positioned at upper strata
Single strutbeam described in a side end and of lateral connection panel constitute chain connection, its end side pass through lock with another
Described single strutbeam constitutes removable being connected.
4. a kind of monorail transit according to claim 2 overhead interval access path it is characterised in that：Described positioned at lower floor
Crossbeam connect two single strutbeams, lateral connection panel described in upper strata and the space between crossbeam described in lower floor are accommodation space.
5. a kind of monorail transit according to claim 1 overhead interval access path it is characterised in that：Described access path
End be shelved on the edge of described bent cap by spherical crown bearing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620704533.2U CN205954416U (en) | 2016-07-06 | 2016-07-06 | Overhead interval access path of monorail transit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620704533.2U CN205954416U (en) | 2016-07-06 | 2016-07-06 | Overhead interval access path of monorail transit |
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| Publication Number | Publication Date |
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| CN205954416U true CN205954416U (en) | 2017-02-15 |
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| CN201620704533.2U Active CN205954416U (en) | 2016-07-06 | 2016-07-06 | Overhead interval access path of monorail transit |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2016
- 2016-07-06 CN CN201620704533.2U patent/CN205954416U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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| GR01 | Patent grant |