CN110130201A - A kind of half floats the cable-stayed bridge of truss-like bridge tower - Google Patents
A kind of half floats the cable-stayed bridge of truss-like bridge tower Download PDFInfo
- Publication number
- CN110130201A CN110130201A CN201910482395.6A CN201910482395A CN110130201A CN 110130201 A CN110130201 A CN 110130201A CN 201910482395 A CN201910482395 A CN 201910482395A CN 110130201 A CN110130201 A CN 110130201A
- Authority
- CN
- China
- Prior art keywords
- bridge
- tower
- bridge tower
- girder
- truss
- 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
Links
- 239000000725 suspension Substances 0.000 claims abstract description 8
- 239000011513 prestressed concrete Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000002512 chemotherapy Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 6
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 230000003796 beauty Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/04—Cable-stayed 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
-
- 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
- E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
-
- 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
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses the cable-stayed bridges that a kind of half floats truss-like bridge tower, abutment pier including two sides and the bridge tower positioned at middle part, the bridge tower middle part, abutment pier upper end are provided with support, the girder for directly bearing bridge floor load is disposed on the support, arrange that multipair suspension cable, the bridge tower are separated with girder between the bridge tower, girder.The present invention uses space truss type bridge tower, and bridge tower longitudinal size is larger, effectively reduces the cushion cap thickness and cubic amount of concrete of Longspan Bridge infrastructure.Two rows of longitudinal supports are set on a bridge tower in the present invention, reduce girder temperature deformation, and solve the problems, such as that large-span concrete girder time deformation is difficult to control, are conducive to the ride comfort and comfort level of bridge floor driving especially high-speed railway driving.The present invention does not set hold-down support, for being laid with gapless track greatly across railroad bridge, can effectively reduce temperature span, avoid deployment rails thermoregulator, reduce maintenance workload.
Description
Technical field
The invention belongs to bridge structure building fields, and in particular to a kind of half floats the cable-stayed bridge of truss-like bridge tower.
Background technique
With the increase of beam bridge span, need to take the additional ancillary measure such as suspension cable to meet structure stress requirement,
But the temperature deformation of girder can also increase therewith, such as use prestressed concrete girder, and later period time deformation is also difficult to control, shadow
Bridge floor driving ride comfort and comfort level are rung, especially to the driving demanding high-speed railway bridge of ride comfort.
Summary of the invention
The present invention proposes that the purpose is to provide a kind of half floating truss-like bridge tower in order to solve the problems existing in the prior art
Cable-stayed bridge.
The technical scheme is that a kind of half floats the cable-stayed bridge of truss-like bridge tower, abutment pier including two sides and it is located at
The bridge tower at middle part, the bridge tower middle part, abutment pier upper end are provided with support, are disposed on the support and directly bear bridge floor load
Girder, arrange that multipair suspension cable, the bridge tower are separated with girder between the bridge tower, girder.
The bridge tower is the truss-like bridge tower of tower pier one, the separation of tower beam.
The bridge tower indulges bridge to being in A font, and bridge tower direction across bridge is in H font.
The support is longitudinally-moving support and bi-directional movable support, and bridge is indulged in the bridge tower to the two rows of supports of setting.
The longitudinally-moving support is arranged in route side, and bi-directional movable support is arranged in the route other side.
The abutment pier, bridge tower, girder form end bay, between the bridge tower, girder formed in across.
The girder is prestressed concrete box girder or girder steel.
The abutment pier, bridge tower are arranged with infrastructure, and the infrastructure is pile foundation, Extended chemotherapy, well foundation
One of.
In described across for one across or collapse more.
Beneficial effects of the present invention are as follows:
The present invention uses space truss type bridge tower, and bridge tower longitudinal size is larger, effectively reduces Longspan Bridge infrastructure
Cushion cap thickness and cubic amount of concrete, and modern design, beauty.
The present invention reduces girder temperature deformation, and efficiently solve by the two rows of longitudinal supports of setting on a bridge tower
The uncontrollable problem of large-span concrete girder time deformation is conducive to the smooth of bridge floor driving especially high-speed railway driving
Property and comfort level.
Full-bridge of the present invention is all made of longitudinally-moving support and bi-directional movable support, does not set hold-down support, seamless for being laid with
Route across railroad bridge, can effectively reduce temperature span greatly, avoid deployment rails thermoregulator, reduce maintenance work
Amount.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is the optimal crosssection schematic diagram of bridge tower in the present invention；
Wherein:
1 infrastructure, 2 bridge tower
3 abutment pier, 4 support
5 girder, 6 suspension cable
In 7 end bays 8 across.
Specific embodiment
Hereinafter, referring to drawings and examples, the present invention is described in detail:
As shown in Figure 1 and 2, a kind of cable-stayed bridge of half floating truss-like bridge tower, the abutment pier 3 including two sides and the bridge tower positioned at middle part
2,2 middle part of bridge tower, 3 upper end of abutment pier are provided with support 4, and the master for directly bearing bridge floor load is disposed on the support 4
Beam 5 arranges that multipair suspension cable 6, the bridge tower 2 are separated with girder 5 between the bridge tower 2, girder 5.
The bridge tower 2 is the truss-like bridge tower of tower pier one, the separation of tower beam.
The bridge tower 2 indulges bridge in A font, and 2 direction across bridge of bridge tower is in H font.
The support 4 is longitudinally-moving support and bi-directional movable support, and bridge is indulged in the bridge tower 2 to the two rows of supports 4 of setting.
The longitudinally-moving support is arranged in route side, and bi-directional movable support is arranged in the route other side.
The abutment pier 3, bridge tower 2, girder 5 form end bay 7, between the bridge tower 2, girder 5 formed in across 8.
The girder 5 is prestressed concrete box girder or girder steel.
The abutment pier 3, bridge tower 2 are arranged with infrastructure 1, and the infrastructure 1 is pile foundation, Extended chemotherapy, open caisson
One of basis.
In described across 8 for one across or collapse more.
Girder is end bay 7 between the abutment pier 3, bridge tower 2, and the end bay 7 is 94.2m long, main between the bridge tower 2, bridge tower 2
Liang Weizhong across 8, it is described in across 8 long 220m.
The girder 5 can be prestressed concrete beam or girder steel.
In the girder 5 across 8 can be one across or multispan.
The above tower height 35m in bridge tower Bridge 2 face, be in across 8 1/6.3.
Construction method of the invention is as follows:
Firstly, construction infrastructure 1, then construct bridge tower 2 and abutment pier 3, then rear erection support 4 and tower beam synchronous construction girder 5
Support on segment, then after the other segments of symmetrical Hanging Basket free cantilever casting girder 5 and tensioning correspond to segment prestressing force and suspension cable, then
5 midspan closing of girder, tensioning closure prestressed strands afterwards, then the attached construction of rear bridge floor, it is last to mend tensioning suspension cable as needed.
The present invention uses space truss type bridge tower, and bridge tower longitudinal size is larger, effectively reduces Longspan Bridge lower part base
The cushion cap thickness and cubic amount of concrete of plinth, and modern design, beauty.By the way that two rows of longitudinal supports are arranged on a bridge tower, reduce
Girder temperature deformation, and solve the problems, such as to be difficult to control compared with large span concrete girder time deformation, be conducive to bridge
The ride comfort and comfort level of face driving especially high-speed railway driving.Using half floating system, full-bridge is all made of longitudinally-moving branch
Seat and bi-directional movable support, do not set hold-down support, for being laid with gapless track greatly across railroad bridge, can effectively reduce temperature across
Degree avoids deployment rails thermoregulator, reduces maintenance workload.
It only describes the invention in detail above, but content is only the preferred embodiment of the present invention, it cannot be by
Think for limiting practical range of the invention.Any changes and modifications in accordance with the scope of the present application, should all be still
It falls within the scope of the patent of the present invention.
Claims (9)
1. a kind of half floats the cable-stayed bridge of truss-like bridge tower, the abutment pier (3) including two sides and the bridge tower (2) positioned at middle part, special
Sign is: bridge tower (2) middle part, abutment pier (3) upper end are provided with support (4), are disposed with direct receiving on the support (4)
The girder (5) of bridge floor load arranges multipair suspension cable (6) between the bridge tower (2), girder (5), the bridge tower (2) and girder (5)
Separation.
2. according to claim 1 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the bridge tower (2)
For tower pier one, the truss-like bridge tower of tower beam separation.
3. according to claim 1 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the bridge tower (2)
For vertical bridge to being in A font, bridge tower (2) direction across bridge is in H font.
4. according to claim 3 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the support (4)
Bridge is indulged for longitudinally-moving support and bi-directional movable support, in the bridge tower (2) to two rows of supports (4) are arranged.
5. according to claim 4 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the longitudinally-moving
Support is arranged in route side, and bi-directional movable support is arranged in the route other side.
6. according to claim 5 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the abutment pier (3),
Bridge tower (2), girder (5) form end bay (7), between the bridge tower (2), girder (5) formed in across (8).
7. according to claim 6 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the girder (5)
For prestressed concrete box girder or girder steel.
8. according to claim 7 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: the abutment pier (3),
Bridge tower (2) is arranged with infrastructure (1), and the infrastructure (1) is one of pile foundation, Extended chemotherapy, well foundation.
9. according to claim 8 a kind of half floats the cable-stayed bridge of truss-like bridge tower, it is characterised in that: across (8) in described
For one across or multispan.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910482395.6A CN110130201A (en) | 2019-06-04 | 2019-06-04 | A kind of half floats the cable-stayed bridge of truss-like bridge tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910482395.6A CN110130201A (en) | 2019-06-04 | 2019-06-04 | A kind of half floats the cable-stayed bridge of truss-like bridge tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110130201A true CN110130201A (en) | 2019-08-16 |
Family
ID=67580286
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910482395.6A Pending CN110130201A (en) | 2019-06-04 | 2019-06-04 | A kind of half floats the cable-stayed bridge of truss-like bridge tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130201A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565501A (en) * | 2019-09-23 | 2019-12-13 | 中铁第四勘察设计院集团有限公司 | Side span consolidation-tower beam semi-floating mixed system concrete beam cable-stayed bridge |
| CN111560831A (en) * | 2020-04-21 | 2020-08-21 | 中铁武汉勘察设计研究院有限公司 | Continuous bridge without fixed support |
| CN112144372A (en) * | 2020-09-17 | 2020-12-29 | 中铁第五勘察设计院集团有限公司 | Short tower cable-stayed bridge |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101368370A (en) * | 2008-09-10 | 2009-02-18 | 中铁八局集团第一工程有限公司 | Wind-proof temporary rest pier and wind-proof method for large span stayed-cable bridge cantilever construction |
| CN201581344U (en) * | 2009-12-31 | 2010-09-15 | 中铁二院工程集团有限责任公司 | Double track railway steel truss cable-stayed bridge |
| CN202913344U (en) * | 2012-10-26 | 2013-05-01 | 中铁上海设计院集团有限公司 | Seismic mitigation and isolation system applied to seismic resistance of long-span continuous beam of single-track railway |
| CN103590328A (en) * | 2013-11-26 | 2014-02-19 | 中铁第四勘察设计院集团有限公司 | Horizontal elastic limiting and longitudinal hydraulic fusing damping combined support system |
| CN104652245A (en) * | 2014-11-05 | 2015-05-27 | 上海市政工程设计研究总院（集团）有限公司 | Longitudinal constraint method for cable-stayed bridges |
| CN106049257A (en) * | 2016-08-02 | 2016-10-26 | 大连海事大学 | Longspan cable-stayed bridge aseismic structure provided with buckling restrained braces |
| CN106702910A (en) * | 2016-12-29 | 2017-05-24 | 中交第三航务工程局有限公司 | Main girder construction process for extradosed cable-stayed bridge with double towers and double cable planes |
| CN107604816A (en) * | 2017-10-23 | 2018-01-19 | 中国铁路设计集团有限公司 | Railroad bridge temperature stopping means |
| CN107700334A (en) * | 2017-10-23 | 2018-02-16 | 中国铁路设计集团有限公司 | A kind of novel longitudinal constrains system |
| CN207210936U (en) * | 2017-09-27 | 2018-04-10 | 中铁第四勘察设计院集团有限公司 | A kind of rail-road builds multi pylon cable stayed bridge with laminated |
| CN207919315U (en) * | 2018-02-27 | 2018-09-28 | 中铁第五勘察设计院集团有限公司 | Four line high-speed railway steel truss cable-stayed bridges |
| CN108660908A (en) * | 2018-06-19 | 2018-10-16 | 中国铁路总公司 | A kind of prestressed concrete cable-stayed bridge of the beam prefabricated pin-connected panel of tower |
| CN210636294U (en) * | 2019-06-04 | 2020-05-29 | 中国铁路设计集团有限公司 | Cable-stayed bridge of semi-floating truss type bridge tower |
-
2019
- 2019-06-04 CN CN201910482395.6A patent/CN110130201A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101368370A (en) * | 2008-09-10 | 2009-02-18 | 中铁八局集团第一工程有限公司 | Wind-proof temporary rest pier and wind-proof method for large span stayed-cable bridge cantilever construction |
| CN201581344U (en) * | 2009-12-31 | 2010-09-15 | 中铁二院工程集团有限责任公司 | Double track railway steel truss cable-stayed bridge |
| CN202913344U (en) * | 2012-10-26 | 2013-05-01 | 中铁上海设计院集团有限公司 | Seismic mitigation and isolation system applied to seismic resistance of long-span continuous beam of single-track railway |
| CN103590328A (en) * | 2013-11-26 | 2014-02-19 | 中铁第四勘察设计院集团有限公司 | Horizontal elastic limiting and longitudinal hydraulic fusing damping combined support system |
| CN104652245A (en) * | 2014-11-05 | 2015-05-27 | 上海市政工程设计研究总院（集团）有限公司 | Longitudinal constraint method for cable-stayed bridges |
| CN106049257A (en) * | 2016-08-02 | 2016-10-26 | 大连海事大学 | Longspan cable-stayed bridge aseismic structure provided with buckling restrained braces |
| CN106702910A (en) * | 2016-12-29 | 2017-05-24 | 中交第三航务工程局有限公司 | Main girder construction process for extradosed cable-stayed bridge with double towers and double cable planes |
| CN207210936U (en) * | 2017-09-27 | 2018-04-10 | 中铁第四勘察设计院集团有限公司 | A kind of rail-road builds multi pylon cable stayed bridge with laminated |
| CN107604816A (en) * | 2017-10-23 | 2018-01-19 | 中国铁路设计集团有限公司 | Railroad bridge temperature stopping means |
| CN107700334A (en) * | 2017-10-23 | 2018-02-16 | 中国铁路设计集团有限公司 | A kind of novel longitudinal constrains system |
| CN207919315U (en) * | 2018-02-27 | 2018-09-28 | 中铁第五勘察设计院集团有限公司 | Four line high-speed railway steel truss cable-stayed bridges |
| CN108660908A (en) * | 2018-06-19 | 2018-10-16 | 中国铁路总公司 | A kind of prestressed concrete cable-stayed bridge of the beam prefabricated pin-connected panel of tower |
| CN210636294U (en) * | 2019-06-04 | 2020-05-29 | 中国铁路设计集团有限公司 | Cable-stayed bridge of semi-floating truss type bridge tower |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565501A (en) * | 2019-09-23 | 2019-12-13 | 中铁第四勘察设计院集团有限公司 | Side span consolidation-tower beam semi-floating mixed system concrete beam cable-stayed bridge |
| CN111560831A (en) * | 2020-04-21 | 2020-08-21 | 中铁武汉勘察设计研究院有限公司 | Continuous bridge without fixed support |
| CN112144372A (en) * | 2020-09-17 | 2020-12-29 | 中铁第五勘察设计院集团有限公司 | Short tower cable-stayed bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Qin et al. | Developments and prospects of long-span high-speed railway bridge technologies in China | |
| Hu et al. | Recent development of design and construction of medium and long span high-speed railway bridges in China | |
| CN201581344U (en) | Double track railway steel truss cable-stayed bridge | |
| CN100543234C (en) | A kind of closure method of large-span continuous steel truss arch | |
| CN105735101B (en) | A kind of high-speed railway repairing beam and its emergency repair method that can be exchanged into permanent bridge structure | |
| CN110130201A (en) | A kind of half floats the cable-stayed bridge of truss-like bridge tower | |
| CN106567320B (en) | The local gravity rigidity and auxiliary suspension cable structure system of large span stayed-cable bridge | |
| CN203475292U (en) | Arch bridge structure | |
| CN205242238U (en) | Be applied to self anchored suspension bridge's main girder structure | |
| CN201102544Y (en) | Hanging train traffic system of hanging rail | |
| CN105133484B (en) | A kind of part earth anchor higher-lower tower cable-stayed bridge structure | |
| Reis et al. | Composite truss bridges: new trends, design and research | |
| CN113652948A (en) | High-speed railway cable-stayed bridge with improved rigidity | |
| CN110130202B (en) | Flexible system railway bridge adopting arch rib to stabilize vertical deflection and construction method thereof | |
| CN210636294U (en) | Cable-stayed bridge of semi-floating truss type bridge tower | |
| CN212404881U (en) | Bridge box girder large-span pushing and sliding system | |
| CN201411627Y (en) | Steel-concrete composite tower-beam consolidation kilometer grade multi-span suspension bridge | |
| CN111101434B (en) | Cable-stayed bridge with tensioned midspan girder | |
| CN107905043A (en) | A kind of suspension type bottom plate open steel web truss combined track girder system system | |
| CN205501788U (en) | Convertiblely salvage roof beam for permanent bridge structures's high -speed railway | |
| CN109930469B (en) | Steel box girder thin-wall pier rigid frame cable-stayed bridge suitable for straddle type monorail | |
| CN111472253A (en) | Cable-stayed bridge of steel truss stiffened concrete beam | |
| CN108342980B (en) | Railway suspension bridge upper bearing type steel truss bridge deck structure | |
| CN207919315U (en) | Four line high-speed railway steel truss cable-stayed bridges | |
| CN111636294A (en) | High-pier large-span station bridge structure of high-speed railway in hard mountain area |
Legal Events
| 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 |