CN206956534U - A kind of railway and track traffic suspended beam type Frame Pier - Google Patents
A kind of railway and track traffic suspended beam type Frame Pier Download PDFInfo
- Publication number
- CN206956534U CN206956534U CN201720530773.XU CN201720530773U CN206956534U CN 206956534 U CN206956534 U CN 206956534U CN 201720530773 U CN201720530773 U CN 201720530773U CN 206956534 U CN206956534 U CN 206956534U
- Authority
- CN
- China
- Prior art keywords
- railway
- pier
- crossbeam
- type frame
- beam type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of railway and track traffic suspended beam type Frame Pier, including multiple cushion caps, left pier stud, right pier stud are provided with the cushion cap, crossbeam is provided with the left pier stud, right pier stud, the crossbeam both sides form bracket, the support pinner of support railway beam body is provided with the bracket, the crossbeam, railway beam body upper end are concordant.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, track elevation can effectively be reduced, construction investment is saved, suspended beam type Frame Pier has relatively low building height, solves 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 track traffic suspended beam type framework
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,
The situation of Multi-channel crossed of the railway on solid space is more and more.The beam body of common skeleton pier is supported on crossbeam, is built
It is big to build height, the problem of headroom deficiency occurs is restricted by multiple control points.
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 suspended beam type Frame Pier.
The technical solution of the utility model is：A kind of railway and track traffic suspended beam type Frame Pier, including multiple cushion caps,
Left pier stud, right pier stud are provided with the cushion cap, crossbeam is provided with the left pier stud, right pier stud, the crossbeam both sides are formed
Bracket, the support pinner of support railway beam body is provided with the bracket, the crossbeam, railway beam body upper end are concordant.
The railway beam body is located at the middle part of crossbeam or positioned at the side of crossbeam.
The railway beam body suspended beam type structure.
The left pier stud, right pier stud are reinforced concrete structure.
The crossbeam is prestressed reinforced concrete structure or steel construction.
The left pier stud, right pier stud are linear pattern or continuous circular arc type.
The left pier stud, the height of right pier stud and the Clearance requirement of traffic above-ground passage are adapted.
Prestressed reinforced concrete structure is used when the horizontal span of the crossbeam is between 10 ~ 25m, its horizontal span exists
It 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, can effectively reduce track elevation, saves construction investment, suspended beam type Frame Pier has relatively low building high
Degree, solve land used anxiety, the problem of limited space, in the high today's society looked forward to of difficult and cost height, land price of removing, tool
There is good techno-economic effect.
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；
Wherein：
1 crossbeam, 2 left pier stud
The 3 right cushion caps of pier stud 4
5 railway 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 ~ 4, a kind of railway and track traffic suspended beam type Frame Pier, including multiple cushion caps 4, the cushion cap 4
On be provided with left pier stud 2, right pier stud 3, be provided with crossbeam 1 on the left pier stud 2, right pier stud 3, the both sides of crossbeam 1 form ox
Leg, the support pinner 6 of support railway beam body 5 is provided with the bracket, the crossbeam 1, the upper end of railway beam body 5 are concordant.
The railway beam body 5 is located at the middle part of crossbeam 1（As shown in Fig. 3 ~ 4）Or positioned at the side of crossbeam 1（Such as the institute of Fig. 1 ~ 2
Show）.
The suspended beam type structure of railway beam body 5.
The left pier stud 2, right pier stud 3 are reinforced concrete structure.
The crossbeam 1 is prestressed reinforced concrete structure or steel construction.
The left pier stud 2, right pier stud 3 are linear pattern or continuous circular arc type.
The left pier stud 2, the height of right pier stud 3 and the Clearance requirement of traffic above-ground passage are adapted.
Railway and track traffic are with the horizontal span of suspended beam type Frame Pier typically between 10 ~ 50 meters.
Prestressed reinforced concrete structure, its horizontal span are used when the horizontal span of the crossbeam 1 is between 10 ~ 25m
It is appropriate to the occasion between 25 ~ 50m to use steel construction.
The grade separation passage that railway and track traffic are supported with suspended beam type Frame Pier is rail track, i.e. Frame Pier bears iron
Road load.
The pier stud profile of railway and track traffic suspended beam type Frame Pier can be in line or camber line, with convenient construction, city
City's 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, can effectively reduce track elevation, saves construction investment, suspended beam type Frame Pier has relatively low building high
Degree, solve land used anxiety, the problem of limited space, in the high today's society looked forward to of difficult and cost height, land price of removing, tool
There is good techno-economic effect.
Claims (8)
1. a kind of railway and track traffic suspended beam type Frame Pier, including multiple cushion caps（4）, it is characterised in that：The cushion cap（4）
On be provided with left pier stud（2）, right pier stud（3）, the left pier stud（2）, right pier stud（3）On be provided with crossbeam（1）, the crossbeam
（1）Both sides form bracket, and support railway beam body is provided with the bracket（5）Support pinner（6）, the crossbeam（1）, railway
Beam body（5）Upper end is concordant.
2. a kind of railway according to claim 1 and track traffic suspended beam type Frame Pier, it is characterised in that：The railway
Beam body（5）Positioned at crossbeam（1）Middle part or positioned at crossbeam（1）Side.
3. a kind of railway according to claim 1 and track traffic suspended beam type Frame Pier, it is characterised in that：The railway
Beam body（5）Suspended beam type structure.
4. a kind of railway according to claim 1 and track traffic suspended beam type Frame Pier, it is characterised in that：The left pier
Post（2）, right pier stud（3）For reinforced concrete structure.
5. a kind of railway according to claim 1 and track traffic suspended beam type Frame Pier, it is characterised in that：The crossbeam
（1）For prestressed reinforced concrete structure or steel construction.
6. a kind of railway according to claim 1 and track traffic suspended beam type Frame Pier, it is characterised in that：The left pier
Post（2）, right pier stud（3）For linear pattern or continuous circular arc type.
7. a kind of railway according to claim 1 and track traffic suspended beam type Frame Pier, it is characterised in that：The left pier
Post（2）, right pier stud（3）Height and the Clearance requirement of traffic above-ground passage be adapted.
8. a kind of railway according to claim 5 and track traffic suspended beam type Frame Pier, it is characterised in that：The crossbeam
（1）Horizontal span between 10 ~ 25m when use prestressed reinforced concrete structure, when its horizontal span is between 25 ~ 50m
Preferably use steel construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530773.XU CN206956534U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic suspended beam type Frame Pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720530773.XU CN206956534U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic suspended beam type Frame Pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956534U true CN206956534U (en) | 2018-02-02 |
Family
ID=61375854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720530773.XU Active CN206956534U (en) | 2017-05-15 | 2017-05-15 | A kind of railway and track traffic suspended beam type Frame Pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206956534U (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 |
| CN108867345A (en) * | 2018-09-11 | 2018-11-23 | 中建五局土木工程有限公司 | A kind of Steel Bridge stealth bent cap structure and its construction method for saving Urban Bridge down space |
-
2017
- 2017-05-15 CN CN201720530773.XU patent/CN206956534U/en active Active
Cited By (4)
| 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 |
| CN108867345A (en) * | 2018-09-11 | 2018-11-23 | 中建五局土木工程有限公司 | A kind of Steel Bridge stealth bent cap structure and its construction method for saving Urban Bridge down space |
| CN108867345B (en) * | 2018-09-11 | 2023-12-29 | 中建五局土木工程有限公司 | Steel bridge invisible bent cap structure capable of saving space under urban bridge and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103485279B (en) | For the wet seam of cross-saddle single-track traffic | |
| CN201144398Y (en) | Straddling type track traffic elevated 'bridge-build' structure | |
| CN103556566B (en) | Long-Span Railway Cable-Stayed Bridge main beam structure | |
| CN102650574A (en) | Dynamic load simulation device for high-speed railway | |
| CN203639802U (en) | Large-span railway cable-stayed bridge girder structure | |
| CN103693045A (en) | Elevated urban traffic system | |
| WO2017101768A1 (en) | Double-track beam for rail-wrap-type rail transit | |
| WO2017101767A1 (en) | Double-track beam for magnetic-levitation rail-wrap-type rail transit | |
| CN206956534U (en) | A kind of railway and track traffic suspended beam type Frame Pier | |
| WO2017101769A1 (en) | Double-track beam for magnetic-levitation rail-wrap-type rail transit | |
| CN205035704U (en) | The whole cast's firm type railroad sleeper of antiskid | |
| CN206956533U (en) | A kind of railway and the horizontal multiple bay frame pier of track traffic | |
| CN206706545U (en) | The bridge arrangement of highway and rail traffic building jointly | |
| CN203393596U (en) | Urban bridge structure crossing highways or high grade channels | |
| CN205276073U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN207259883U (en) | A kind of suspension type monorail traffic steel reinforced concrete combined track beam based on assembled technology | |
| CN206157557U (en) | Hollow gate -type mound of railway bearing formula large -span prestressed concrete | |
| CN109930437B (en) | Transition system of straddle type monorail section turnout beam connection station | |
| CN205223837U (en) | Y shape pier of belted steel pull rod | |
| CN207452677U (en) | A kind of railway and track traffic double-layer frame pier | |
| CN206956522U (en) | A kind of cable-stayed bridge of convenient left-hand rotation | |
| CN203700932U (en) | Multi-span anti-symmetric cable plane and anti-symmetric arch cable-stayed bridge | |
| CN203603036U (en) | Double-row four-inclined-leg steel structure gate-type pier | |
| CN103556567B (en) | Double four battered leg steel work transom piers | |
| CN206956517U (en) | A kind of railway and track traffic pier consolidation formula Frame Pier |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |