CN100458015C - Bridge structure comprising tower, bridge beam, main/suspension cable, suspending bars, and diagonal cable-stays - Google Patents
Bridge structure comprising tower, bridge beam, main/suspension cable, suspending bars, and diagonal cable-stays Download PDFInfo
- Publication number
- CN100458015C CN100458015C CNB200480029922XA CN200480029922A CN100458015C CN 100458015 C CN100458015 C CN 100458015C CN B200480029922X A CNB200480029922X A CN B200480029922XA CN 200480029922 A CN200480029922 A CN 200480029922A CN 100458015 C CN100458015 C CN 100458015C
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- Prior art keywords
- bridge
- suspension
- cable
- tower
- diagonal
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- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a bridge comprising towers, bridge deck, main suspension cable, as well as suspension hangers and diagonal cable-stays. The invention is characterized in that the bridge comprises a serial combination of diagonal cable-stayed sections (4) and a suspension bridge part (5), the main suspension cable (2) being comprised of at least one centric main suspension cable, the bridge deck (6) comprising two or more separate decks arranged with constant or varying distance there between, the two or more bridge deck being connected with crossbeams (7) or other strutting, the diagonal cable-stays (8) and suspension hangers being fixed to the crossbeams or other strutting or the bridge decks, the suspension hangers, main suspension cable and the crossbeams or other strutting forming a triangular structural system in a vertical plane transversely of the bridge.
Description
Technical field
The present invention relates to span and surpass about 500 meters bridge, described bridge has constituted an alternative to conventional suspension bridge and cable stayed bridge.
Background technology
Up to today, have only suspension bridge to be used for surpassing 1000 meters span, and worldwide built the bridge that many span scopes are 1000-2000 rice.Typical suspension bridge comprises from two parallel hanging pulls a center bridge of suspension, and the vertical suspension between bridge and the messenger cable.Messenger cable is supported by each terminal tower of spanning degree, and it continues to cross these towers, finally grappling in rock or concrete foundation.Tower is typically designed to A font or H font, and tower has a pillar in every side of center line road and bridge beam, and crossbeam between pillar, that be lower than and be higher than bridge.
For the situation of span above 1000 meters, eolian is architectural main load, and it is crucial selecting a kind of construction notion that makes bridge can resist wind-force, and building must be fabricated under all wind-force effect situations all stable aerodynamically simultaneously.These aspect final decisions the use of material, the scope of weight and cost.
For the situation of long span, when the general mood time influenced the dynamic characteristics and aerodynamic design of bridge, the dead weight amount of bridge construction became the main static load bigger than traffic loading.Reach a kind of dead weight amount and quality along with span increases traditional suspension bridge structure, it has got rid of the realization of engineering on economics.For this problem is described, have duty ratio between bridge, messenger cable and the traffic loading of 1000 meters bridges in two tracks and be about 60/20/20%, but for similar 2000 meters bridges, corresponding digital is 55/35/10%.Total proportion that simultaneously will load is increased to 16 tons on every meter bridge from about 12 tons of every meter bridge.
Because surpassing cross-over connection 1000 meters, possible, unsurmountable cost, many spans also do not realize.The cost that reduces this structure will be very beneficial.This must be reached by the deadweight that reduces bridge, keeps its aerodynamics stability simultaneously.Also need and can build this structure with measurable and reasonable manner, described mode will meet the strict demand to health, environment and safety.
Be built in 19
ThWith 20
ThMany bridges in century use the combination of diagonal stay cable and hanging stick.Foremost is the Brooklyn Bridge, and it was finished in 1883, and span is 486 meters.Diagonal bar and suspension overlap whole span top, make it become the high redundancy static system.This structure rigidity cable stayed bridge system and flexible suspension bridge system being not that best mode combines.
Norw P NO107352 has instructed a kind of combination of diagonal bar and messenger cable, but it has track separately and is not the parts of central loading.
So-called mixing bridge has also been built, wherein will be combined near the suspension bridge of the diagonal bar of tower and span mid portion.Example is the Nagisia bridge (110 meters) of Algerian Sidi Me Cid pedestrian bridge (164 meters) and Japan.
Diagonal bar makes up with track that separates and the list-Ta of central authorities individually, is used for the Stonecutter bridge in Hong Kong, and its span is 1018 meters, but diagonal bar is arranged on the outside of bridge floor.If span is bigger, this structure types is will be more expensive and produce stability problem in building course.
The invention solves problem,, the oblique section of drawing and subsequently center suspended span degree are arranged thereafter, facilitate the more bridge floor of rigidity by the bridge floor that use to separate and wide air gap therebetween and near the cantilever concrete bridge section of tower about wind stability.The lateral stiffness of the distance decision bridge between the bridge floor.This distance is variable, and helps reducing the material and the quality of bridge.Such change is impossible to traditional suspension bridge structure in principle.And the bridge floor of separation and central tower, diagonal bar, central messenger cable and the combination of inclination hanging stick will form triangular structure, and it has increased the torsional stability of bridge floor in itself, and the increase of torsional stability has improved the aerodynamics stability of bridge.
Needs about safety in building course, cantilever bridge section (cantilever concrete bridge and diagonal angle cable stayed bridge) is in architectural process, to experience the stability problem that increases gradually from a side, itself and unsupported length square proportional, and suspension bridge produces more stable structure, because messenger cable is at first put in place by the aviation rotary setting.Messenger cable is across to another tower from a tower, and helps resistance to overturning, and other parts such as suspension, bar and bridge girder section are the parts that assemble fast simultaneously with the cable rotation.
Near the bridge portion of tower, the cantilever concrete structure is the most cheap selection for, but this method only can provide very limited span (maximum span by cost determination is 400 meters).The diagonal member pulling method is some costliness to less span, but can be used for quite long span (maximum span by cost determination is a 1000-1200 rice).The suspension bridge method needs high relatively every the price of rice lattice for less span, but can be used for very long span.The long span of once building is 1991 meters (Akashi-Kaikyo) in 1998.The cost rate of suspension bridge increases greatly along with the increase of span, mainly is because the increase of main push-towing rope tonnage and the increase of wind stability problem.
Summary of the invention
The present invention has significantly reduced the construction cost for Long Span Bridge by using the series of combination of cantilever, diagonal stay cable and suspension bridge.Compare with pure suspension bridge or diagonal angle cable stayed bridge, this combination has caused the remarkable minimizing of material.
Purpose of the present invention can reach by the feature described in claim 1 feature clause.Further favorable characteristics and characteristic description are in relevant claim.
Description of drawings
Below be non restrictive description of the present invention and example, with reference to the accompanying drawings, wherein:
Fig. 1 has shown the lateral view according to a kind of bridge of the present invention,
Fig. 2 has shown the sectional view according to suspension bridge section of the present invention,
Fig. 3 has shown the sectional view according to the diagonal member section of drawing of the present invention,
Fig. 4 has shown the sectional view according to cantilever concrete segment of the present invention,
Fig. 5 and Fig. 6 have shown according to of the present invention, have the phantom drawing of the bridge of different cable anchors.
Fig. 1 shown according to a kind of bridge of the present invention, and it comprises two list-Ta 1, central main carrying cable 2, cantilever concrete bridge section 3, the diagonal member section of drawing 4 and a suspension bridge section 5.Cantilever concrete bridge section 3 can be stretched out as 50 meters to maximum 200 meters, and the diagonal member section of drawing 4 is cantilever concrete bridge section 3 then, can stretch out up to about 500 meters, and the breach that suspension bridge section 5 is crossed over remainders about 2000 meters in reaching this example.For total span is about 1300 meters bridge, and corresponding length may be calculated about 100 meters, 250 meters and 600 meters (that is, 2 * 100 meters+2 * 250 meters+600 meters=1300 meters).Span is that 2700 meters bridge relevant parameters can be for example 100 meters, 450 meters and 1600 meters (=2700 meters).Cantilever bridge section 3 forms rigid element, and it extends into some flexible diagonal member section of drawing 4, and suspension bridge section 5 forms the most pliable and the toughest part between the diagonal member section of drawing 4.This combination of cantilever bridge, diagonal angle cable stayed bridge and suspension bridge, wherein reduce the suspension bridge part, can cause obviously light and thin main carrying cable, significantly reduced the total cost of bridge.
Fig. 2 has shown according to the present invention the cross section of the bridge of an example, and its middle section is that the suspension bridge at bridge partly intercepts.Two bridge floors 6 extend with the lateral separation that changes, and are connected to each other by crossbeam 7 devices of bridge floor 6 inboards.Suspension 9 is fixed in main carrying cable 2, extends downward each end of the crossbeam 7 of bridge floor 6 inboards.Because suspension 9 (and diagonal stay cable 8) is fixed in the inboard of bridge floor 6, have inspecting vehicle and being easy to reach below the bridge floor 6 of long, flexible arm, and be easy to transmit along the direction of bridge floor 6, and not running into obstruction such as suspension 9 (or diagonal stay cable 8), it need regain or release the position of described arm to bridge floor 6 belows regularly.
Fig. 3 has shown according to the present invention the cross section of the bridge of an example, and its middle section is in the diagonal member section of drawing 4 intercepting of bridge.Bridge floor 6 is connected by crossbeam 7 devices.Distance between the bridge floor big than among Fig. 2, diagonal stay cable extends up to list-Ta 1 from crossbeam 7.
Fig. 4 has shown according to the present invention the cross section of the bridge of an example, and its middle section is in bracketed part 3 intercepting of bridge.Bridge floor 6 further separates, because they must extend (distance between the bridge floor 6 corresponding to list-Ta 1 at this outside dimension of highly locating) in the every side of list-Ta 1.Bridge floor 6 is fixed in list-Ta by firm crossbeam 7 devices.According to the present invention, bridge floor 6 curves inwardly in the one or both sides of list-Ta 1, thus the length and the weight of control crossbeam 7.In addition, this design is tending towards providing aesthetic happy people and graceful outward appearance.
Except single tower, can also use the optional tower design of other example according to the present invention.Possible design is A-shape tower, H-shape tower, X-shape tower or V-shape tower.In addition, the design of other tower also is possible
The specific embodiment
Can build in the following manner:
-form the tower of hollow case, with sliding shuttering and/or lift-type template build with variable-width and wall thickness.Can avoid traditional consuming time and crossbeam that consumes cost.All material transportation and worker's operation all are positioned at tower, have avoided wind and weather conditions.Outside tower crane optional (this is an importance, because be 1000 meters bridge to span, tower will reach about 170 meters, is 2000 meters bridge to span, and tower will reach about 300 meters).
The construction of the concrete suspension arm portion of-bridge can begin when reaching correct height immediately, and carries out simultaneously with the further rising of tower to a great extent.
The construction of-diagonal member pull portion, can with carry out simultaneously by aviation rotary manipulation main carrying cable,
-whenever be sidelong two messenger cables putting at the H-tower and compare with traditional, more effective is only to arrange a central main carrying cable.
The bridge floor of-suspension bridge part is made in advance, and can assemble in bigger unit.
Compare with building traditional suspension bridge, construction time weak point of the present invention, building course are subjected to weather effect little, and this causes considerable cost savings.Diagonal stay cable makes and reaches " the bridge elevating mechanism " that is used to inspect with the maintenance bridges case easily with being suspended in being connected in the bridge floor.Central authorities' main carrying cable provides big and platform safety that is used to inspect and safeguard messenger cable and suspension.
According to the present invention, the series of combination of cantilever bridge, diagonal angle cable stayed bridge and suspension bridge provides a kind of bridge construction, it has the combination of flexible and rigidity characteristics, this provide transition favourable between each parts (near the rigidity of tower to flexibility away from the tower place), and caused the ability of the optimization of the bigger vertical and level load of load.Simultaneously, each bridge portion all uses with its optimization, the most cost-effective position.The invention provides the collaborative of various aufbauprinciples, obtained the structure of optimizing, obvious shorter construction time, significantly lower cost, and the maintenance that is more prone to.
Claims (7)
1. bridge, it comprises tower, bridge floor, main carrying cable, and suspension and diagonal stay cable, it is characterized in that described bridge comprises the series of combination of diagonal member section of drawing (4) and suspension bridge section (5), described main carrying cable (2) comprises at least one central main carrying cable, described bridge floor (6) comprises two or more independent faces, described constant or arrangement changeably with mutual distance, two or more bridge floors are connected by crossbeam (7), described diagonal stay cable (8) and suspension are fixed in crossbeam or bridge floor, described suspension, triangular structure system in the vertical cross-table of main carrying cable and crossbeam formation bridge.
2. a kind of bridge according to claim 1 is characterized in that also comprising cantilever bridge section (3), and described cantilever bridge section is arranged in before the diagonal member section of drawing, near tower (1).
3. a kind of bridge according to claim 1 and 2 is characterized in that tower forms central single tower (1), and wherein the disposed outside at the single towers of central authorities (1) has two or more bridge floors (6) at least.
4. a kind of bridge according to claim 3 is characterized in that described at least one central main carrying cable (2) crosses, passes or extend the side of central single tower (1), and described suspension bridge section (5) is by described at least one central main carrying cable load.
5. a kind of bridge according to claim 2 is characterized in that diagonal stay cable (8) and suspension (9) are fixed to the inboard of described bridge floor (6).
6. a kind of bridge according to claim 3 is characterized in that diagonal stay cable (8) and suspension (9) are fixed to the inboard of described bridge floor (6).
7. a kind of bridge according to claim 4 is characterized in that diagonal stay cable (8) and suspension (9) are fixed to the inboard of described bridge floor (6).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NO20034599A NO319800B1 (en) | 2003-10-14 | 2003-10-14 | Bridge construction comprising a serial combination of a sloping drawbridge and a suspension bridge |
| NO20034599 | 2003-10-14 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1867736A CN1867736A (en) | 2006-11-22 |
| CN100458015C true CN100458015C (en) | 2009-02-04 |
Family
ID=29728975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200480029922XA Expired - Fee Related CN100458015C (en) | 2003-10-14 | 2004-10-08 | Bridge structure comprising tower, bridge beam, main/suspension cable, suspending bars, and diagonal cable-stays |
Country Status (5)
| Country | Link |
|---|---|
| JP (1) | JP4388071B2 (en) |
| KR (1) | KR101161657B1 (en) |
| CN (1) | CN100458015C (en) |
| NO (1) | NO319800B1 (en) |
| WO (1) | WO2005035876A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264578A (en) * | 2014-10-21 | 2015-01-07 | 天津市市政工程设计研究院 | Steel-concrete combining bridge of self-anchored suspension cable-cable-stayed cooperative system |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094383A (en) * | 2010-12-21 | 2011-06-15 | 中铁大桥勘测设计院有限公司 | Suspended and cable-stayed combined structural bridge |
| CN102251465B (en) * | 2011-05-03 | 2012-12-05 | *** | Suspension bridge with bearing cable having X-shaped curve |
| CN102277831B (en) * | 2011-05-13 | 2012-12-26 | 大连海事大学 | Stay cable structure for cable-stayed bridge |
| RU2502844C1 (en) * | 2012-04-28 | 2013-12-27 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Дальневосточный государственный университет путей сообщения" (ДВГУПС) | Hanging bridge |
| CN103966943B (en) * | 2013-01-24 | 2015-12-16 | 中交公路规划设计院有限公司 | Control the structural system of cable-stayed bridge main-beam, auxiliary pier and transition pier transverse response |
| CN106638270A (en) * | 2016-12-01 | 2017-05-10 | 中铁第四勘察设计院集团有限公司 | Non-complete-shape cable stayed bridge structure |
| CN106884371B (en) * | 2017-04-25 | 2018-02-16 | 安徽省交通控股集团有限公司 | A kind of non-uniform beam and suspension cable combined bridge structural system |
| CN107724226B (en) * | 2017-11-13 | 2023-09-12 | 安徽省交通控股集团有限公司 | Four-rope-surface homodromous rotary stay cable-suspension cable cooperation system bridge |
| CN109371805A (en) * | 2018-11-14 | 2019-02-22 | 西南交通大学 | A kind of large span multitower cable-cabin structure bridge and its construction method |
| CN111209625B (en) * | 2020-01-06 | 2022-11-25 | 中铁大桥勘测设计院集团有限公司 | Method for determining cable force distribution proportion of cable-stayed sling overlapping area of cooperative system bridge |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE936144C (en) * | 1949-02-26 | 1955-12-07 | Demag Ag | Suspension bridges, in particular railway bridges, with stiffening beams and main cables |
| US4866803A (en) * | 1988-10-24 | 1989-09-19 | Nedelcu Lucian I | Bridge structure with inclined towers |
| US5208932A (en) * | 1990-04-25 | 1993-05-11 | Societe Centrale D'etudes Et De Realisations Routieres-Scetauroute | Cable-stay bridge and method for construction thereof |
| CN2265223Y (en) * | 1996-09-05 | 1997-10-22 | 许世光 | Building-block type suspension bridge model |
| CN1122740C (en) * | 1997-06-30 | 2003-10-01 | H·L·杰克·考德威尔 | Suspension bridge having central observation pod and high rise multi-rise commercial buildings sandwiciied between bridge support pylons |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6401285B1 (en) * | 1999-05-05 | 2002-06-11 | David C. Morris | Undulating support structure bridge |
| KR200226456Y1 (en) | 2000-12-20 | 2001-06-15 | 주식회사천일기술단 | A bridge for long spans |
-
2003
- 2003-10-14 NO NO20034599A patent/NO319800B1/en not_active IP Right Cessation
-
2004
- 2004-10-08 JP JP2006535292A patent/JP4388071B2/en not_active Expired - Fee Related
- 2004-10-08 KR KR1020067009058A patent/KR101161657B1/en active IP Right Grant
- 2004-10-08 CN CNB200480029922XA patent/CN100458015C/en not_active Expired - Fee Related
- 2004-10-08 WO PCT/NO2004/000305 patent/WO2005035876A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE936144C (en) * | 1949-02-26 | 1955-12-07 | Demag Ag | Suspension bridges, in particular railway bridges, with stiffening beams and main cables |
| US4866803A (en) * | 1988-10-24 | 1989-09-19 | Nedelcu Lucian I | Bridge structure with inclined towers |
| US5208932A (en) * | 1990-04-25 | 1993-05-11 | Societe Centrale D'etudes Et De Realisations Routieres-Scetauroute | Cable-stay bridge and method for construction thereof |
| CN2265223Y (en) * | 1996-09-05 | 1997-10-22 | 许世光 | Building-block type suspension bridge model |
| CN1122740C (en) * | 1997-06-30 | 2003-10-01 | H·L·杰克·考德威尔 | Suspension bridge having central observation pod and high rise multi-rise commercial buildings sandwiciied between bridge support pylons |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264578A (en) * | 2014-10-21 | 2015-01-07 | 天津市市政工程设计研究院 | Steel-concrete combining bridge of self-anchored suspension cable-cable-stayed cooperative system |
Also Published As
| Publication number | Publication date |
|---|---|
| NO319800B1 (en) | 2005-09-19 |
| JP4388071B2 (en) | 2009-12-24 |
| KR101161657B1 (en) | 2012-07-02 |
| KR20060123140A (en) | 2006-12-01 |
| NO20034599L (en) | 2005-04-15 |
| WO2005035876A1 (en) | 2005-04-21 |
| NO20034599D0 (en) | 2003-10-14 |
| CN1867736A (en) | 2006-11-22 |
| JP2007508483A (en) | 2007-04-05 |
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Granted publication date: 20090204 Termination date: 20211008 |