CN206956533U - A kind of railway and the horizontal multiple bay frame pier of track traffic - Google Patents
A kind of railway and the horizontal multiple bay frame pier of track traffic Download PDFInfo
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- CN206956533U CN206956533U CN201720530662.9U CN201720530662U CN206956533U CN 206956533 U CN206956533 U CN 206956533U CN 201720530662 U CN201720530662 U CN 201720530662U CN 206956533 U CN206956533 U CN 206956533U
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- pier
- track traffic
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- multiple bay
- railway
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Abstract
The utility model discloses a kind of railway and the horizontal multiple bay frame pier of track traffic, including multiple cushion caps, abutment pier post, middle pier stud are provided with the cushion cap, the middle pier stud is located between the abutment pier post of both sides, the abutment pier post, middle pier stud upper end are provided with crossbeam, and multiple beam bodies are carried on the crossbeam.The utility model is directed to the practical problem run into Environment in Railway Engineering Construction, solid space is made full use of to be laid out, effectively play the flexibility of structure, realize the crossings on different level of multiple railways and road channel spatially, solve land used anxiety, the problem of limited space, in the today's society of the high enterprise of difficult and cost height, land price of removing, there is good techno-economic effect.
Description
Technical field
The utility model belongs to a kind of framework pier structure, and in particular to a kind of railway and the horizontal multiple bay frame of track traffic
Pier.
Background technology
With the Large scale construction of high-speed railway, general fast railway, the low-angle of newly-built circuit and existing railway, highway crosses
Unavoidably.Especially in bustlinier big city, land used is more and more nervous, and municipal traffic passage and rail track are more and more,
Multi-channel crossed of the railway on solid space, turn into the new problem that technical staff faces.
The content of the invention
The utility model proposes that the purpose is to provide a kind of railway and track to hand over to solve the problems, such as that prior art is present
General horizontal multiple bay frame pier.
The technical solution of the utility model is：A kind of railway and the horizontal multiple bay frame pier of track traffic, including multiple hold
Platform, abutment pier post, middle pier stud is provided with the cushion cap, the middle pier stud is located between the abutment pier post of both sides, the abutment pier post, middle pier
Post upper end is provided with crossbeam, and multiple beam bodies are carried on the crossbeam.
At least one traffic aisle that the multiple beam body is formed is rail track.
The middle pier stud is more than one, and the span number that middle pier stud, abutment pier post form Frame Pier is two or more.
The beam body is in the middle part of Frame Pier transverse direction single span crossbeam, may be alternatively located at the side of horizontal single span crossbeam.
The support pinner of support is provided between the crossbeam, beam body.
The beam body is one kind in simple beam structure, beam structure, suspended beam type structure, pier consolidation formula structure.
The crossbeam is prestressed reinforced concrete structure or steel construction.
The abutment pier post, middle pier stud are reinforced concrete structure.
When the beam body is simple beam structure, suspended beam type structure, its span is 12m ~ 56m；The beam body is continuous beam knot
When structure, pier consolidation formula structure, its span is 20m ~ 100m.
The abutment pier post, the height of middle pier stud and the Clearance requirement of traffic above-ground passage are adapted.
The utility model is directed to the practical problem run into Environment in Railway Engineering Construction, makes full use of solid space to be laid out, effectively
The flexibility of structure is played, realizes the crossings on different level of multiple railways and road channel spatially, it is nervous, empty to solve land used
Between the problem that is limited, difficult and cost of removing is high, the today's society of the high enterprise of land price, there is good Technological Economy to imitate
Fruit.
Brief description of the drawings
Fig. 1 is the elevation of the utility model first embodiment；
Fig. 2 is the side view of the utility model first embodiment；
Fig. 3 is the elevation of the utility model second embodiment；
Fig. 4 is the side view of the utility model second embodiment；
Fig. 5 is the elevation of the utility model 3rd embodiment；
Fig. 6 is the side view of the utility model 3rd embodiment；
Fig. 7 is the elevation of the utility model fourth embodiment；
Fig. 8 is the side view of the utility model fourth embodiment；
Wherein：
The abutment pier post of 1 crossbeam 2
The cushion cap of pier stud 4 in 3
5 beam bodies 6 support pinner.
Embodiment
Hereinafter, the utility model is described in detail with embodiment referring to the drawings：
As shown in Fig. 1 ~ 8, a kind of railway and track traffic horizontal multiple bay frame pier, including multiple cushion caps 4, the cushion cap
Abutment pier post 2, middle pier stud 3 are provided with 4, the middle pier stud 3 is located between both sides abutment pier post 2, on the abutment pier post 2, middle pier stud 3
End is provided with crossbeam 1, and multiple beam bodies 5 are carried on the crossbeam 1.
At least one traffic aisle that the multiple beam body 5 is formed is rail track.
The middle pier stud 3 is more than one, and the span number that middle pier stud 3, abutment pier post 2 form Frame Pier is two or more.
The beam body 5 is in the middle part of Frame Pier transverse direction single span crossbeam, may be alternatively located at the side of horizontal single span crossbeam.
The support pinner 6 of support is provided between the crossbeam 1, beam body 5.
The beam body 5 is simple beam structure（As shown in Figure 1 and 2）, beam structure（As shown in Fig. 3 ~ 4）, suspended beam type structure
（As shown in Fig. 5 ~ 6）, pier consolidation formula structure（As shown in Fig. 7 ~ 8）In one kind.
The crossbeam 1 is prestressed reinforced concrete structure or steel construction.
The abutment pier post 2, middle pier stud 3 are reinforced concrete structure.
When the beam body 5 is simple beam structure, suspended beam type structure, its span is 12m ~ 56m；The beam body 5 is continuous beam
When structure, pier consolidation formula structure, its span is 20m ~ 100m.
The abutment pier post 2, the height of middle pier stud 3 and the Clearance requirement of traffic above-ground passage are adapted.
Railway and track traffic are with the single hole transverse direction maximum span of horizontal multiple bay frame pier typically between 10 ~ 50 meters.
Railway and track traffic are with the single hole transverse direction maximum span of horizontal multiple bay frame pier typically between 10 ~ 50 meters.
Railway and track traffic can be prestressed reinforced concrete structure or steel knot with the crossbeam 1 of horizontal multiple bay frame pier
Structure, general single hole transverse direction maximum span is appropriate to the occasion between 10 ~ 25m to use prestressed reinforced concrete structure, the horizontal maximum of single hole
Span is appropriate to the occasion between 25 ~ 50m to use steel construction.
Railway and track traffic can be in line with the pier stud profile of horizontal multiple bay frame pier or camber line, with convenient construction,
Urban landscape effect etc. is combined.
The utility model is directed to the practical problem run into Environment in Railway Engineering Construction, makes full use of solid space to be laid out, effectively
The flexibility of structure is played, realizes the crossings on different level of multiple railways and road channel spatially, it is nervous, empty to solve land used
Between the problem that is limited, difficult and cost of removing is high, the today's society of the high enterprise of land price, there is good Technological Economy to imitate
Fruit.
Claims (10)
1. a kind of railway and track traffic horizontal multiple bay frame pier, including multiple cushion caps（4）, it is characterised in that：The cushion cap
（4）On be provided with abutment pier post（2）, middle pier stud（3）, the middle pier stud（3）Positioned at both sides abutment pier post（2）Between, the abutment pier post
（2）, middle pier stud（3）Upper end is provided with crossbeam（1）, the crossbeam（1）The upper multiple beam bodies of carrying（5）.
2. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：It is described more
Individual beam body（5）At least one traffic aisle of composition is rail track.
3. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：In described
Pier stud（3）For more than one, middle pier stud（3）, abutment pier post（2）The span number for forming Frame Pier is two or more.
4. a kind of railway according to claim 3 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：The beam
Body（5）In the middle part of Frame Pier transverse direction single span crossbeam, the side of horizontal single span crossbeam may be alternatively located at.
5. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：The horizontal stroke
Beam（1）, beam body（5）Between be provided with the support pinner of support（6）.
6. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：The beam
Body（5）For one kind in simple beam structure, beam structure, suspended beam type structure, pier consolidation formula structure.
7. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：The horizontal stroke
Beam（1）For prestressed reinforced concrete structure or steel construction.
8. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：The side
Pier stud（2）, middle pier stud（3）For reinforced concrete structure.
9. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：The beam
Body（5）For simple beam structure, suspended beam type structure when, its span is 12m ~ 56m；The beam body（5）It is solid for beam structure, Dun Liang
During eliminant structure, its span is 20m ~ 100m.
10. a kind of railway according to claim 1 and the horizontal multiple bay frame pier of track traffic, it is characterised in that：It is described
Abutment pier post（2）, middle pier stud（3）Height and the Clearance requirement of traffic above-ground passage be adapted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530662.9U CN206956533U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and the horizontal multiple bay frame pier of track traffic |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530662.9U CN206956533U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and the horizontal multiple bay frame pier of track traffic |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956533U true CN206956533U (en) | 2018-02-02 |
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ID=61374955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720530662.9U Active CN206956533U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and the horizontal multiple bay frame pier of track traffic |
Country Status (1)
| Country | Link |
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| CN (1) | CN206956533U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330810A (en) * | 2018-02-12 | 2018-07-27 | 中国铁路设计集团有限公司 | A kind of bridge structure that steel truss structure is combined with Frame Pier |
| CN108824104A (en) * | 2018-07-25 | 2018-11-16 | 中铁第五勘察设计院集团有限公司 | A kind of suspension type rail traffic two-wire concrete pier girder system system |
| CN110453585A (en) * | 2019-08-08 | 2019-11-15 | 中国铁路设计集团有限公司 | A kind of bridge structure of large span freely-supported Steel truss structure in conjunction with Frame Pier |
-
2017
- 2017-05-15 CN CN201720530662.9U patent/CN206956533U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330810A (en) * | 2018-02-12 | 2018-07-27 | 中国铁路设计集团有限公司 | A kind of bridge structure that steel truss structure is combined with Frame Pier |
| CN108824104A (en) * | 2018-07-25 | 2018-11-16 | 中铁第五勘察设计院集团有限公司 | A kind of suspension type rail traffic two-wire concrete pier girder system system |
| CN108824104B (en) * | 2018-07-25 | 2023-07-25 | 中铁第五勘察设计院集团有限公司 | Suspension type track traffic double-line concrete pier beam system |
| CN110453585A (en) * | 2019-08-08 | 2019-11-15 | 中国铁路设计集团有限公司 | A kind of bridge structure of large span freely-supported Steel truss structure in conjunction with Frame Pier |
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