CN207452677U - A kind of railway and track traffic double-layer frame pier - Google Patents
A kind of railway and track traffic double-layer frame pier Download PDFInfo
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- CN207452677U CN207452677U CN201720530763.6U CN201720530763U CN207452677U CN 207452677 U CN207452677 U CN 207452677U CN 201720530763 U CN201720530763 U CN 201720530763U CN 207452677 U CN207452677 U CN 207452677U
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- pier
- pier stud
- beam body
- layer frame
- track traffic
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Abstract
The utility model discloses a kind of railway and track traffic double-layer frame piers, cushion cap including bottom, both sides are relatively set with lower pier stud on the cushion cap, pier stud is provided on the lower pier stud, bottom end rail is provided between the lower pier stud, the upper pier stud upper end is provided with upper beam, and lower floor's beam body is provided on the bottom end rail support pinner of the bottom end rail upper end, upper strata beam body is provided on the upper beam support pinner of the upper beam upper end.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 the problems, such as land used anxiety, limited space, in difficult and of high cost, the high enterprise of land price today's society of removing, there is good techno-economic effect.
Description
Technical field
The utility model belongs to a kind of frame pier structure, and in particular to a kind of railway and track traffic double-layer frame pier.
Background technology
With the Large scale construction of high-speed railway, general fast railway, new route and the low-angle of existing railway, highway cross
Unavoidably.Especially in bustlinier big city, land used is more and more nervous, and municipal traffic passage and rail track are more and more,
Multilayer of the railway on solid space is intersected, and becomes the new problem that technical staff faces.
The content of the invention
The utility model for solve the problems, such as it is existing in the prior art propose, the purpose is to provide a kind of railway and track to hand over
General double-layer frame pier.
The technical solution of the utility model is：A kind of railway and track traffic double-layer frame pier, the cushion cap including bottom,
Lower pier stud is provided on the opposite cushion cap in the both sides, pier stud is provided on the lower pier stud, is set between the lower pier stud
There is bottom end rail, the upper pier stud upper end is provided with upper beam, is provided with down on the bottom end rail support pinner of the bottom end rail upper end
Layer beam body, the upper beam of the upper beam upper end supports is provided with upper strata beam body on pinner.
The height of the upper pier stud and the headroom of lower floor's traffic aisle are adapted, the height of the lower pier stud and traffic above-ground
The headroom of passage is adapted.
At least one layer of traffic aisle that the upper strata beam body, lower floor's beam body are formed is rail track.
The upper strata beam body, lower floor's beam body are simple beam structure, beam structure, suspended beam type structure, pier consolidation formula knot
One kind in structure.
The upper beam, bottom end rail are prestressed reinforced concrete structure or steel construction.
The upper pier stud, lower pier stud are reinforced concrete structure.
The upper strata beam body biasing is placed in upper beam upper end between two parties, and lower floor's beam body biases or be placed between two parties bottom end rail
Upper end.
The upper pier stud, lower pier stud are linear pattern or continuous circular arc type.
When the upper strata beam body, lower floor's beam body are simple beam structure, suspended beam type structure, span is 12m ~ 56m.
When the upper strata beam body, lower floor's beam body are beam structure, pier consolidation formula structure, span is 20m ~ 100m.
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
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, in difficult and of high cost, the high enterprise of land price the today's society of removing, there is good Technological Economy to imitate
Fruit.
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：
1 upper beam, 2 bottom end rail
4 times pier studs of pier stud on 3
5 upper strata beam body, 6 lower floor's beam body
7 cushion cap, 8 upper beam supports pinner
9 bottom end rails support pinner.
Specific 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 double-layer frame pier, the cushion cap 7 including bottom, the both sides phase
To cushion cap 7 on be provided with lower pier stud 4, pier stud 3 is provided on the lower pier stud 4, lower horizontal stroke is provided between the lower pier stud 4
Beam 2, upper 3 upper end of pier stud are provided with upper beam 1, lower floor are provided on the bottom end rail support pinner 9 of 2 upper end of bottom end rail
Beam body 6, the upper beam of 1 upper end of upper beam supports is provided with upper strata beam body 5 on pinner 8.
The height of the upper pier stud 3 and the headroom of lower floor's traffic aisle are adapted, and height and the ground of the lower pier stud 4 are handed over
The headroom of circulation passage is adapted.
At least one layer of traffic aisle that the upper strata beam body 5, lower floor's beam body 6 are formed is rail track.I.e. Frame Pier is born
Railway loading.
The upper strata beam body 5, lower floor's beam body 6 are simple beam structure（As shown in Figure 1 and 2）, beam structure（Such as the institute of Fig. 3 ~ 4
Show）, suspended beam type structure（As shown in Fig. 5 ~ 6）, pier consolidation formula structure（As shown in Fig. 7 ~ 8）In one kind.
The upper beam 1, bottom end rail 2 are prestressed reinforced concrete structure or steel construction.
The upper pier stud 3, lower pier stud 4 are reinforced concrete structure.
The upper strata beam body 5 biases or is placed between two parties 1 upper end of upper beam, and lower floor's beam body 6 is biased or is placed in down between two parties
2 upper end of crossbeam.
The upper pier stud 3, lower pier stud 4 are linear pattern or continuous circular arc type or shaped form, and linear soft, the lines flow smoothly,
With preferable landscape effect.
When the upper strata beam body 5, lower floor's beam body 6 are simple beam structure, suspended beam type structure, span is 12m ~ 56m.
The upper strata beam body 5, lower floor's beam body 6 for beam structure, pier consolidation formula structure when, span for 20m ~
100m。
Railway and track traffic use the single hole transverse direction maximum span of horizontal multiple bay frame pier generally between 10 ~ 50 meters.
The crossbeam 1 of railway and the horizontal multiple bay frame pier of track traffic can be prestressed reinforced concrete structure or steel knot
Structure, general single hole transverse direction maximum span are appropriate to the occasion using prestressed reinforced concrete structure, the horizontal maximum of single hole between 10 ~ 25m
Span is appropriate to the occasion between 25 ~ 50m to use steel construction.
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
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, in difficult and of high cost, the high enterprise of land price the today's society of removing, there is good Technological Economy to imitate
Fruit.
Claims (10)
1. a kind of railway and track traffic double-layer frame pier, the cushion cap including bottom（7）, it is characterised in that：The cushion cap（7）
It is oppositely arranged, the cushion cap（7）On be provided with lower pier stud（4）, the lower pier stud（4）On be provided with pier stud（3）, the lower pier
Column（4）Between be provided with bottom end rail（2）, the upper pier stud（3）Upper end is provided with upper beam（1）, the bottom end rail（2）Upper end
Bottom end rail supports pinner（9）On be provided with lower floor's beam body（6）, the upper beam（1）The upper beam support pinner of upper end（8）On set
It is equipped with upper strata beam body（5）.
2. a kind of railway according to claim 1 and track traffic double-layer frame pier, it is characterised in that：The upper pier stud
（3）Height and the headroom of lower floor traffic aisle be adapted, the lower pier stud（4）Height and the headroom phase of traffic above-ground passage
It adapts to.
3. a kind of railway according to claim 2 and track traffic double-layer frame pier, it is characterised in that：The upper strata beam
Body（5）, lower floor's beam body（6）At least one layer of traffic aisle of composition is rail track.
4. a kind of railway according to claim 1 and track traffic double-layer frame pier, it is characterised in that：The upper strata beam
Body（5）, lower floor's beam body（6）For one kind in simple beam structure, beam structure, suspended beam type structure, pier consolidation formula structure.
5. a kind of railway according to claim 1 and track traffic double-layer frame pier, it is characterised in that：The upper beam
（1）, bottom end rail（2）For prestressed reinforced concrete structure or steel construction.
6. a kind of railway according to claim 1 and track traffic double-layer frame pier, it is characterised in that：The upper pier stud
（3）, lower pier stud（4）For reinforced concrete structure.
7. a kind of railway according to claim 1 and track traffic double-layer frame pier, it is characterised in that：The upper strata beam
Body（5）Biasing is placed in upper beam between two parties（1）Upper end, lower floor's beam body（6）Biasing is placed in bottom end rail between two parties（2）Upper end.
8. a kind of railway according to claim 1 and track traffic double-layer frame pier, it is characterised in that：The upper pier stud
（3）, lower pier stud（4）For linear pattern or continuous circular arc type.
9. a kind of railway according to claim 4 and track traffic double-layer frame pier, it is characterised in that：The upper strata beam
Body（5）, lower floor's beam body（6）For simple beam structure, suspended beam type structure when, span be 12m ~ 56m.
10. a kind of railway according to claim 4 and track traffic double-layer frame pier, it is characterised in that：The upper strata
Beam body（5）, lower floor's beam body（6）For beam structure, pier consolidation formula structure when, span be 20m ~ 100m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530763.6U CN207452677U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic double-layer frame pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530763.6U CN207452677U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic double-layer frame pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207452677U true CN207452677U (en) | 2018-06-05 |
Family
ID=62247132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720530763.6U Active CN207452677U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic double-layer frame pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207452677U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN112921781A (en) * | 2021-01-07 | 2021-06-08 | 王爱妹 | Viaduct |
-
2017
- 2017-05-15 CN CN201720530763.6U patent/CN207452677U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN112921781A (en) * | 2021-01-07 | 2021-06-08 | 王爱妹 | Viaduct |
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