CN207244427U - A kind of railway and track traffic H type Frame Pier - Google Patents
A kind of railway and track traffic H type Frame Pier Download PDFInfo
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- CN207244427U CN207244427U CN201720530702.XU CN201720530702U CN207244427U CN 207244427 U CN207244427 U CN 207244427U CN 201720530702 U CN201720530702 U CN 201720530702U CN 207244427 U CN207244427 U CN 207244427U
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- pier stud
- pier
- beam body
- type frame
- track traffic
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Abstract
The utility model discloses a kind of railway and track traffic H type Frame Pier, cushion cap including bottom, bottom left pier stud, bottom right pier stud are respectively arranged with the opposite cushion cap in the both sides, pier stud is provided with the bottom left pier stud, bottom left pier stud, bottom right pier stud upper end set up crossbeam, the upper pier stud upper end is provided with upper strata beam body, and the crossbeam upper end is provided with lower floor's beam body.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 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 H type 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 H type Frame Pier.
The technical solution of the utility model is：A kind of railway and track traffic H type Frame Pier, include the cushion cap of bottom,
Bottom left pier stud, bottom right pier stud are respectively arranged with the opposite cushion cap in the both sides, pier stud is provided with the bottom left pier stud, under
Left pier stud, bottom right pier stud upper end set up crossbeam, and the upper pier stud upper end is provided with upper strata beam body, and the crossbeam upper end is provided with down
Layer beam body.
The upper pier stud, crossbeam, bottom left pier stud, bottom right pier stud are in H type.
The bottom left pier stud, the height of bottom right pier stud and the headroom of traffic above-ground passage are adapted.
The traffic aisle at least one layer 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 crossbeam is prestressed reinforced concrete structure or steel construction.
The upper pier stud, bottom left pier stud, bottom right pier stud are reinforced concrete structure.
The upper pier stud is overlapped with the center line of bottom left pier stud, or is deviated to crossbeam span centre direction.
The upper pier stud support pinner of carrying upper strata beam body is provided with the upper pier stud, is provided with the crossbeam under carrying
The cross beam support pinner of layer beam body.
When the upper strata beam body, lower floor's beam body are simple beam structure, suspended beam type structure, its span is 12m ~ 56m；On described
When layer beam body, lower floor's beam body are beam structure, pier consolidation formula structure, its span is 20m ~ 100m.
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, 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.
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：
2 crossbeam of pier stud on 1
3 bottom left pier stud, 4 bottom right pier stud
5 upper strata beam body, 6 lower floor's beam body
Pier stud supports pinner on 7 cushion caps 8
9 cross beam support pinners.
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 H type Frame Pier, include the cushion cap 7 of bottom, the both sides phase
To cushion cap 7 on be respectively arranged with bottom left pier stud 3, bottom right pier stud 4, pier stud 1, bottom left pier are provided with the bottom left pier stud 3
Column 3,4 upper end of bottom right pier stud set up crossbeam 2, and upper 1 upper end of pier stud is provided with upper strata beam body 5, and 2 upper end of crossbeam is provided with
Lower floor's beam body 6.
The upper pier stud 1, crossbeam 2, bottom left pier stud 3, bottom right pier stud 4 are in H type.
The bottom left pier stud 3, the height of bottom right pier stud 4 and the headroom of traffic above-ground passage are adapted.
The traffic aisle at least one layer that the upper strata beam body 5, lower floor's beam body 6 are formed is rail track.
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 crossbeam 2 is prestressed reinforced concrete structure or steel construction.
The upper pier stud 1, bottom left pier stud 3, bottom right pier stud 4 are reinforced concrete structure.
The upper pier stud 1 is overlapped with the center line of bottom left pier stud 3, or is deviated to 2 span centre direction of crossbeam.
The upper pier stud support pinner 8 of carrying upper strata beam body 5 is provided with the upper pier stud 1, is provided with and holds on the crossbeam 2
Carry the cross beam support pinner 9 of lower floor's beam body 6.
When the upper strata beam body 5, lower floor's beam body 6 are simple beam structure, suspended beam type structure, its span is 12m ~ 56m；It is described
When upper strata beam body 5, lower floor's beam body 6 are beam structure, pier consolidation formula structure, its span is 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 is appropriate to the occasion between 10 ~ 25m to use prestressed reinforced concrete structure, and single hole is laterally maximum
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, 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, 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 H type Frame Pier, include the cushion cap of bottom（7）, it is characterised in that：The cushion cap（7）
Left and right is correspondingly arranged, the cushion cap in the left side（7）On be provided with bottom left pier stud（3）, the cushion cap on the right side（7）On be provided with down
Right pier stud（4）, the bottom left pier stud（3）On be provided with pier stud（1）, bottom left pier stud（3）, bottom right pier stud（4）Upper end sets up horizontal
Beam（2）, the upper pier stud（1）Upper end is provided with upper strata beam body（5）, the crossbeam（2）Upper end is provided with lower floor's beam body（6）.
2. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The upper pier stud
（1）, crossbeam（2）, bottom left pier stud（3）, bottom right pier stud（4）In H type.
3. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The bottom left pier
Column（3）, bottom right pier stud（4）Height and the headroom of traffic above-ground passage be adapted.
4. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The upper strata beam
Body（5）, lower floor's beam body（6）The traffic aisle at least one layer of composition is rail track.
5. a kind of railway according to claim 1 and track traffic H type 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.
6. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The crossbeam（2）
For prestressed reinforced concrete structure or steel construction.
7. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The upper pier stud
（1）, bottom left pier stud（3）, bottom right pier stud（4）For reinforced concrete structure.
8. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The upper pier stud
（1）With bottom left pier stud（3）Center line overlap, or to crossbeam（2）Span centre direction deviates.
9. a kind of railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The upper pier stud
（1）On be provided with carrying upper strata beam body（5）Upper pier stud support pinner（8）, the crossbeam（2）On be provided with carrying lower floor beam body
（6）Cross beam support pinner（9）.
10. a kind of railway according to claim 1 and track traffic H type 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, its span is 12m ~ 56m；The upper strata beam body（5）, under
Layer beam body（6）For beam structure, pier consolidation formula structure when, its span is 20m ~ 100m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530702.XU CN207244427U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic H type Frame Pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530702.XU CN207244427U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic H type Frame Pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244427U true CN207244427U (en) | 2018-04-17 |
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ID=61876415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720530702.XU Active CN207244427U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic H type Frame Pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207244427U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930437A (en) * | 2019-03-18 | 2019-06-25 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type monorail section turnout junction girder picks up the transition system at station |
-
2017
- 2017-05-15 CN CN201720530702.XU patent/CN207244427U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930437A (en) * | 2019-03-18 | 2019-06-25 | 中铁第四勘察设计院集团有限公司 | A kind of straddle-type monorail section turnout junction girder picks up the transition system at station |
| CN109930437B (en) * | 2019-03-18 | 2023-12-19 | 中铁第四勘察设计院集团有限公司 | Transition system of straddle type monorail section turnout beam connection station |
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