CN208965407U - A kind of orbit traffic overhead section channel layout stracture - Google Patents

A kind of orbit traffic overhead section channel layout stracture Download PDF

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Publication number
CN208965407U
CN208965407U CN201821412042.6U CN201821412042U CN208965407U CN 208965407 U CN208965407 U CN 208965407U CN 201821412042 U CN201821412042 U CN 201821412042U CN 208965407 U CN208965407 U CN 208965407U
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China
Prior art keywords
integrated pipe
channel
pipe canal
track
light current
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CN201821412042.6U
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杨寿军
贾伦学
裴利华
张�杰
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China Railway Siyuan Survey and Design Group Co Ltd
Southwest Survey and Design Co Ltd of China Railway Siyuan Survey and Design Group Co Ltd
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China Railway Siyuan Survey and Design Group Co Ltd
Southwest Survey and Design Co Ltd of China Railway Siyuan Survey and Design Group Co Ltd
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Abstract

The utility model embodiment provides a kind of orbit traffic overhead section channel layout stracture, comprising: floorings are provided with the first ballast bed of track and the second ballast bed of track on the floorings;Wherein, integrated pipe canal is provided between first ballast bed of track and the second ballast bed of track, forceful electric power channel and light current channel are provided in the integrated pipe canal, there are two interior demarcation plates for setting along its length in the integrated pipe canal, the integrated pipe canal is divided into the first light current channel, forceful electric power channel and the second light current channel.Structure provided by the utility model, take full advantage of the limited space of bridge floor, demand is laid in conjunction with rail traffic power supply, electric power, communication, signal pipe line, each special pipelines of reasonable distribution lay space, its pipeline is subjected to set laying, the utilization in pipeline passway space is improved, is also convenient for managing concentratedly.

Description

A kind of orbit traffic overhead section channel layout stracture
Technical field
The utility model embodiment is related to technical field of rail traffic more particularly to a kind of orbit traffic overhead section channel Layout stracture.
Background technique
In rail traffic elevated bridge section for example on Concrete beam bridge, line layout is usually communication, signal, electric power, confession The profession such as electricity is laid according to respective demand, and some is laid in route two sides, and some is laid among route, also has in bridge Bracket is done on guardrail, by line layout in the situation on guardrail, line layout is relatively dispersed, no concept that is unified, concentrating laying, bridge The inconveniences such as face aesthetics is poor, and daily maintenance, pipe are supported.On the other hand, existing orbit traffic overhead section integrated pipe canal and dredge It dissipates and access path without the customized pattern laid, the two is merged separately lays that the space occupied is big, to the benefit of overpass space of planes With insufficient, some also needs to increase bridge deck width, causes land used to increase, construction investment increases.
In the prior art, exist to overhead bridge floor space of planes using insufficient, bridge floor aesthetics is poor, daily dimension Shield manages the inconvenient problem such as feeding.
Utility model content
The utility model embodiment provides a kind of orbit traffic overhead section channel layout stracture, to solve the prior art The problem of middle orbit traffic elevated region line layout is relatively dispersed, and no unified, concentration is laid and bridge floor aesthetics are poor, daily The inconvenient problem such as feeding is managed in maintenance.
The utility model embodiment provides a kind of orbit traffic overhead section channel layout stracture, comprising: floorings, it is described The first ballast bed of track and the second ballast bed of track are provided on floorings;Wherein, first ballast bed of track and the second ballast bed of track Between be provided with integrated pipe canal, forceful electric power channel and light current channel are provided in the integrated pipe canal, along length in the integrated pipe canal Spending direction setting, there are two interior demarcation plates, and the integrated pipe canal is divided into the first light current channel, forceful electric power channel and the second light current Channel.
Wherein, pedestrian passage is provided with above the integrated pipe canal.
Wherein, between 1.1-1.5 meters, the integrated pipe canal height is arranged in 0.3-0.5 the width of the integrated pipe canal Between rice.
Wherein, the forceful electric power channel width is 0.5 meter, and the height in the forceful electric power channel is 0.35 meter.
Wherein, light current channel width is 0.3 meter, and the height in the light current channel is 0.35 meter.
Wherein, the integrated pipe canal is reinforced concrete structure or, the integrated pipe canal is foam concrete or producing high-molecular The prefabricated molding of work.
Wherein, power supply line is provided in the forceful electric power channel;It is set in first light current channel and the second light current channel It is equipped with power circuit, communication line and signal line.
Orbit traffic overhead section provided by the embodiment of the utility model channel layout stracture, it is limited to take full advantage of bridge floor Space, lay demand in conjunction with rail traffic power supply, electric power, communication, signal pipe line, each special pipelines of reasonable distribution are laid empty Between, its pipeline is subjected to set laying, improves the utilization in pipeline passway space, is also convenient for managing concentratedly.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is Some embodiments of the utility model, for those of ordinary skill in the art, without creative efforts, It is also possible to obtain other drawings based on these drawings.
Fig. 1 is the schematic diagram for the orbit traffic overhead section channel layout stracture that an embodiment of the present invention provides.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Based on the implementation in the utility model Example, every other embodiment obtained by those of ordinary skill in the art without making creative efforts belong to The range of the utility model protection.
Fig. 1 is the schematic diagram for the orbit traffic overhead section channel layout stracture that an embodiment of the present invention provides, such as Shown in Fig. 1, structure provided by the embodiment of the utility model includes:
Floorings 1 are provided with the first ballast bed of track 2 and the second ballast bed of track 3 on the floorings 1;Wherein, described first It is provided with integrated pipe canal on floorings between ballast bed of track 2 and the second ballast bed of track 3, is provided with forceful electric power in the integrated pipe canal Channel and light current channel, there are two interior demarcation plates for setting along its length in the integrated pipe canal, by the integrated pipe canal point For the first light current channel 5, forceful electric power channel 4 and the second light current channel 6.
Specifically, bridge structure is reinforced concrete box beam, the self weight of track railway roadbed is lighter, can reduce bridge secondary dead load, high Stringing is recommended to use the desk-top solid concrete roabed of support rail, and railway roadbed is distributed in the two sides of bridge floor on elevated bridge, includes the first ballast bed of track With the second ballast bed of track, a height of 0.5m of track structure, being computed track beam width needs 0.8m;To meet traffic safety route or so The minimum 3.8m of line spacing of line, the desk-top solid concrete roabed of the support rail i.e. direct range of the first ballast bed of track and the second ballast bed of track are 1.5m。
In the orbit traffic overhead section channel layout stracture provided in the present embodiment, for being laid with the synthesis of cable run Pipe trench is arranged on the floorings between the first ballast bed of track and the second ballast bed of track, wherein forceful electric power channel is arranged in integrated pipe Middle position in ditch, the two sides in forceful electric power channel are respectively arranged with the first light current channel and the second light current channel.
Through this structure, the limited space of bridge floor is taken full advantage of, in conjunction with rail traffic power supply, electric power, communication, signal pipe Line lays demand, and each special pipelines of reasonable distribution lay space, its pipeline is carried out set laying, improves pipeline passway space Utilization, be also convenient for managing concentratedly.
On the basis of the above embodiments, pedestrian passage is provided with above the integrated pipe canal.
Specifically, pedestrian passage is equipped with above integrated pipe canal, for providing emergency evacuation effect or being service personnel Access path is provided.
Through this structure, integrated pipe canal top surface is utilized comprehensively, is made and is led to for elevated bridge section fire escape and maintenance Road improves orbit traffic overhead section and takes precautions against natural calamities and emergent rescue capability.
On the basis of the above embodiments, for the width of the integrated pipe canal between 1.1-1.5 meters, the integrated pipe canal is high Degree is arranged between 0.3-0.5 meters.The forceful electric power channel width is 0.5 meter, and the height in the forceful electric power channel is 0.35 meter.Light current Channel width is 0.3 meter, and the height in the light current channel is 0.35 meter.
Specifically, forceful electric power route can be laid in the space of 0.5 × 0.35m, the space that light current route needs is relatively small, The space of about 0.35 × 0.3m.The space gross area about 0.3m that strong and weak electricity needs2.The present embodiment will the above various cables into Row, which is concentrated, to be laid, and is effectively utilized floorings to the space between rail level, left and right line solid concrete roabed, and composite duct is laid in Among route or so line, floorings are between rail level.
On the basis of the above embodiments, above-mentioned integrated pipe canal is reinforced concrete structure or is foam concrete or high score Sub- chemical materials is pre-formed.
Specifically, the structure of the utility model embodiment can realize that one kind is using reinforced concrete knot by approach in 2 Structure passes through cast-in-place realization;Second is to realize prefabricated, on-site consolidation in factory using precast construction.
Using reinforced concrete structure, when by cast-in-place realization, implement step are as follows: bridge according to the laying of integrated pipe canal, In bridge floor and integrated pipe canal outer wall, interior separation junction is pre-buried connect reinforcing bar well;It is laid according to integrated pipe canal, live formwork erection is right Integrated pipe canal outer wall, interior separation are poured;Cable is laid along integrated pipe canal;Passage cover plate is carried out according to pipe trench width pre- System covers cover board after furrow bank reaches design strength requirement.
Using precast construction, when the implementation method of on-site consolidation, specific implementation step includes: bridge according to integrated pipe canal It lays, in bridge floor and integrated pipe canal outer wall, interior separation junction is pre-buried connect reinforcing bar or connection fastener well;Outside to integrated pipe canal Wall, interior separation, cover board carry out prefabricated (material can be reinforced concrete, also be other construction materials) respectively;To integrated pipe canal outer wall, Interior separation carries out on-site consolidation, wherein integrated pipe canal is that foam concrete or the prefabricated molding of macromolecule chemical industry are main full Sufficient intensity, fire prevention and design period demand;Cable is laid along integrated pipe canal;It is laid with cover board, is formed and evacuates simultaneous access path. Wherein, it is additionally provided with waterproof layer in comprehensive sewer pipe, water inlet leads to electricity for preventing forceful electric power channel and light current channel in rainwater season Short out road.
On the basis of the above embodiments, power supply line is provided in the forceful electric power channel;First light current channel and Power circuit, communication line and signal line are provided in second light current channel.
Specifically, tramcar (super capacitor or storage battery power supply) elevated bridge section needs the cable run laid mainly to have Power supply, electric power, communication, signal wire, wherein power supply line is forceful electric power route, other are light current route.In forceful electric power channel, it is laid with The high-tension lines such as power supply line, and in light current channel, then it is laid with communication, signal wire, the common lines such as power supply line.
In conclusion structure provided by the embodiment of the utility model, takes full advantage of track or so line and floorings to rail Space between face: track or so line and floorings are mainly utilized to rail level in the laying of the technological synthesis pipe trench and fire escape Between space, left and right line line spacing, track structure height, track clearance etc. are not had an impact, in the item for increasing function Under part, bridge structure is not produced bigger effect, can effective lifting construction efficiency, reduce cost of labor and project cost, promoted The economy of engineering.
The apparatus embodiments described above are merely exemplary, wherein described, unit can as illustrated by the separation member It is physically separated with being or may not be, component shown as a unit may or may not be physics list Member, it can it is in one place, or may be distributed over multiple network units.It can be selected according to the actual needs In some or all of the modules achieve the purpose of the solution of this embodiment.Those of ordinary skill in the art are not paying creativeness Labour in the case where, it can understand and implement.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations; Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc. With replacement;And these are modified or replaceed, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution The spirit and scope of scheme.

Claims (8)

1. a kind of orbit traffic overhead section channel layout stracture characterized by comprising
Floorings are provided with the first ballast bed of track and the second ballast bed of track on the floorings;Wherein, first ballast bed of track And second be provided with integrated pipe canal between ballast bed of track, and forceful electric power channel and light current channel are provided in the integrated pipe canal, it is described There are two interior demarcation plates for setting along its length in integrated pipe canal, and the integrated pipe canal is divided into the first light current channel, forceful electric power Channel and the second light current channel.
2. structure according to claim 1, which is characterized in that be provided with pedestrian passage above the integrated pipe canal.
3. structure according to claim 1, which is characterized in that the width of the integrated pipe canal is between 1.1-1.5 meters, institute Integrated pipe canal height is stated to be arranged between 0.3-0.5 meters.
4. structure according to claim 1, which is characterized in that the forceful electric power channel width is 0.5 meter, the forceful electric power channel Height be 0.35 meter.
5. structure according to claim 1, which is characterized in that light current channel width is 0.3 meter, the height in the light current channel Degree is 0.35 meter.
6. structure according to claim 1, which is characterized in that the integrated pipe canal is reinforced concrete structure.
7. structure according to claim 1, which is characterized in that the integrated pipe canal is foam concrete or producing high-molecular The prefabricated molding of work.
8. structure according to claim 1, which is characterized in that be provided with power supply line in the forceful electric power channel;
Power circuit, communication line and signal line are provided in first light current channel and the second light current channel.
CN201821412042.6U 2018-08-30 2018-08-30 A kind of orbit traffic overhead section channel layout stracture Active CN208965407U (en)

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CN201821412042.6U CN208965407U (en) 2018-08-30 2018-08-30 A kind of orbit traffic overhead section channel layout stracture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821412042.6U CN208965407U (en) 2018-08-30 2018-08-30 A kind of orbit traffic overhead section channel layout stracture

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108842616A (en) * 2018-08-30 2018-11-20 中铁四院集团西南勘察设计有限公司 A kind of orbit traffic overhead section channel layout stracture

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108842616A (en) * 2018-08-30 2018-11-20 中铁四院集团西南勘察设计有限公司 A kind of orbit traffic overhead section channel layout stracture

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