CN106988205A - Railway and track traffic H type Frame Pier - Google Patents
Railway and track traffic H type Frame Pier Download PDFInfo
- Publication number
- CN106988205A CN106988205A CN201710337459.4A CN201710337459A CN106988205A CN 106988205 A CN106988205 A CN 106988205A CN 201710337459 A CN201710337459 A CN 201710337459A CN 106988205 A CN106988205 A CN 106988205A
- Authority
- CN
- China
- Prior art keywords
- pier stud
- pier
- beam body
- type frame
- track traffic
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention 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 relative 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 present invention 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 cost height of removing, the today's society of land price height enterprise, with good techno-economic effect.
Description
Technical field
The invention belongs to a kind of framework 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, 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,
Multilayer of the railway on solid space is intersected, the new problem faced as technical staff.
The content of the invention
The present invention proposes that the purpose is to provide a kind of railway and track traffic to use to solve the problem of prior art is present
H type Frame Pier.
The technical scheme is that：A kind of railway and track traffic H type Frame Pier, include the cushion cap of bottom, described
It is respectively arranged with the relative cushion cap in both sides on bottom left pier stud, bottom right pier stud, the bottom left pier stud and is provided with pier stud, bottom left pier
Post, 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 lower floor's beam
Body.
The upper pier stud, crossbeam, bottom left pier stud, bottom right pier stud are in H type.
The headroom of the bottom left pier stud, the height of bottom right pier stud and traffic above-ground passage is adapted.
The traffic aisle at least one layer that the upper strata beam body, lower floor's beam body are constituted 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 offset to crossbeam span centre direction.
It is provided with the upper pier stud support pinner of carrying upper strata beam body, the crossbeam and is provided with carrying on the upper pier stud
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 present invention is directed to the practical problem run into Environment in Railway Engineering Construction, makes full use of solid space to be laid out, and effectively plays
The flexibility of structure, realizes the crossings on different level of multiple railways and road channel spatially, solve that land used is nervous, space by
The problem of limit, in difficult and cost height of removing, the today's society of land price height enterprise, with good techno-economic effect.
Brief description of the drawings
Fig. 1 is the elevation of first embodiment of the invention；
Fig. 2 is the side view of first embodiment of the invention；
Fig. 3 is the elevation of second embodiment of the invention；
Fig. 4 is the side view of second embodiment of the invention；
Fig. 5 is the elevation of third embodiment of the invention；
Fig. 6 is the side view of third embodiment of the invention；
Fig. 7 is the elevation of fourth embodiment of the invention；
Fig. 8 is the side view of fourth embodiment of the invention；
Wherein：
The crossbeam of pier stud 2 on 1
The bottom right pier stud of 3 bottom left pier stud 4
The lower floor's beam body of 5 upper strata beam body 6
Pier stud supports pinner on 7 cushion caps 8
9 cross beam support pinners.
Embodiment
Hereinafter, referring to the drawings and embodiment the present invention is described in detail：
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 are relative
It is respectively arranged with cushion cap 7 on bottom left pier stud 3, bottom right pier stud 4, the bottom left pier stud 3 and is provided with pier stud 1, bottom left pier stud 3,
The upper end of bottom right pier stud 4 sets up crossbeam 2, and the upper upper end of pier stud 1 is provided with upper strata beam body 5, and the upper end of crossbeam 2 is provided with lower floor
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 headroom of the bottom left pier stud 3, the height of bottom right pier stud 4 and traffic above-ground passage is adapted.
The traffic aisle at least one layer that the upper strata beam body 5, lower floor's beam body 6 are constituted 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 offset to the span centre direction of crossbeam 2.
It is provided with to be provided with the upper pier stud support pinner 8 of carrying upper strata beam body 5, the crossbeam 2 on the upper pier stud 1 and holds
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 are general between 10 ~ 50 meters with the horizontal maximum span of single hole of horizontal multiple bay frame pier.
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, the horizontal maximum span appropriate to the occasion use prestressed reinforced concrete structure between 10 ~ 25m of general single hole, single hole is laterally maximum
Span appropriate to the occasion use steel construction between 25 ~ 50m.
The present invention is directed to the practical problem run into Environment in Railway Engineering Construction, makes full use of solid space to be laid out, and effectively plays
The flexibility of structure, realizes the crossings on different level of multiple railways and road channel spatially, solve that land used is nervous, space by
The problem of limit, in difficult and cost height of removing, the today's society of land price height enterprise, with good techno-economic effect.
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 both sides are relative
Cushion cap（7）On be respectively arranged with bottom left pier stud（3）, bottom 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 crossbeam（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. 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. railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The bottom left pier stud
（3）, bottom right pier stud（4）The headroom of height and traffic above-ground passage be adapted.
4. 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. 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. railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The crossbeam（2）To be pre-
Stress reinforced concrete structure or steel construction.
7. 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. 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 is offset.
9. railway according to claim 1 and track traffic H type Frame Pier, it is characterised in that：The upper pier stud（1）On
It is 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）'s
Cross beam support pinner（9）.
10. 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）During for simple beam structure, suspended beam type structure, its span is 12m ~ 56m；The upper strata beam body（5）, lower floor
Beam body（6）During for beam structure, pier consolidation formula structure, its span is 20m ~ 100m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710337459.4A CN106988205A (en) | 2017-05-15 | 2017-05-15 | Railway and track traffic H type Frame Pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710337459.4A CN106988205A (en) | 2017-05-15 | 2017-05-15 | Railway and track traffic H type Frame Pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106988205A true CN106988205A (en) | 2017-07-28 |
Family
ID=59420552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710337459.4A Pending CN106988205A (en) | 2017-05-15 | 2017-05-15 | Railway and track traffic H type Frame Pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106988205A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100083260A (en) * | 2009-01-13 | 2010-07-22 | 주식회사 코아이엔씨 | The upper and lower one body type multi span precast parts which has a construction improvement function |
| CN101851886A (en) * | 2010-06-17 | 2010-10-06 | 颜金龙 | Trinity overall-style three-dimensional public transport system |
| CN203782505U (en) * | 2013-11-12 | 2014-08-20 | 武汉三星建工集团有限公司 | Combined construction structure of underground road, ground bridge and viaduct |
| CN204455802U (en) * | 2015-01-28 | 2015-07-08 | 沈阳铁道勘察设计院有限公司 | A kind of implicit expression door frame pier girder construction |
-
2017
- 2017-05-15 CN CN201710337459.4A patent/CN106988205A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100083260A (en) * | 2009-01-13 | 2010-07-22 | 주식회사 코아이엔씨 | The upper and lower one body type multi span precast parts which has a construction improvement function |
| CN101851886A (en) * | 2010-06-17 | 2010-10-06 | 颜金龙 | Trinity overall-style three-dimensional public transport system |
| CN203782505U (en) * | 2013-11-12 | 2014-08-20 | 武汉三星建工集团有限公司 | Combined construction structure of underground road, ground bridge and viaduct |
| CN204455802U (en) * | 2015-01-28 | 2015-07-08 | 沈阳铁道勘察设计院有限公司 | A kind of implicit expression door frame pier girder construction |
Non-Patent Citations (1)
| Title |
|---|
| 唐发明等: "H型桥墩的创新设计", 《成都市"两快两射"快速路系统工程论文专辑 》 * |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170728 |