CN205115988U - Part earth anchor height tower cable -stay bridge structure - Google Patents
Part earth anchor height tower cable -stay bridge structure Download PDFInfo
- Publication number
- CN205115988U CN205115988U CN201520811421.2U CN201520811421U CN205115988U CN 205115988 U CN205115988 U CN 205115988U CN 201520811421 U CN201520811421 U CN 201520811421U CN 205115988 U CN205115988 U CN 205115988U
- Authority
- CN
- China
- Prior art keywords
- tower
- earth anchor
- suspension cable
- cable
- high tower
- 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 belongs to the technical field of the bridge construction construction, concretely relates to part earth anchor height tower cable -stay bridge structure. Including high tower, low tower, the ordinary district section girder that is located the side of pulling in to shore and midspan span centre district section girder, ordinary district section girder through many ordinary suspension cables respectively with low tower and high tower consolidation, its characterized in that: a midspan span centre district section girder be connected with the high tower through many midspan suspension cables, the relative position on one side of the high tower pulls in to shore arranges the many earth anchor suspension cables that correspond with the midspan suspension cable, earth anchor suspension cable lower extreme be connected with the earth anchor that is fixed in on the bridge bank ground, the earth anchor be located the nearly bank one end near the ordinary district section girder of high tower. The utility model discloses simple structure, earth anchor can strengthen the midspan suspension cable to the promotion of midspan span centre district section girder, also can reduce bridge construction's cost to a certain extent, reduce the cost budgeting of bridge construction, and construct the degree of difficulty and also reduce by a wide margin, have very big spreading value.
Description
Technical field
The utility model belongs to bridge building operations technical field, is specifically related to a kind of part earth anchor higher-lower tower cable-stayed bridge structure.
Background technology
Double tower and multi pylon cable stayed bridge, the height of tower is made mutually internally inconsistent sometimes, be then called higher-lower tower cable-stayed bridge (have again and claim primary and secondary tower, sister's tower), be the another development of cable stayed bridge turriform layout, representative higher-lower tower cable-stayed bridge both domestic and external has:
1, Mexico Mezcala bridge
The Mezcala bridge being built in 1993 is that Mexico City bar to lead on mountain highway in 4 cable stayed bridges most important one, be made up of three towers just differed, two main spans are 311.44m and 299.46m, and this bridge Sarasota is concrete hollow box section, the highest 241.8m of tower; The wide 19.1m of girder Four-Lane Road bridge, adopts the compound beam that i beam and concrete slab form, full-bridge 140 drag-lines, and on beam, rope is apart from 12m, lateral opening employing incremental launching method, and mesopore adopts erection by protrusion.
2, the new upper horizontal well bridge of Japan
Bridge location is inclined cross thin silk fabric Lai Chuan, be on the sigmoid curve of radius of horizontal curve 334m and 270m, the tower high tower oblique pull part that makes of Bian height contains whole sigmoid curve part, low tower section is on straight line, and structure, design and construction more easily process, the wide 23.5m of bridge floor, girder is inverted trapezoidal 3 Room steel box-girder, if long cantilever and tuyere, deck-molding 3.2m, rope is apart from 6.0m; Sarasota is only post steel work, rectangular box cross section, high tower height 65m.
3, straight cloth Luo Tuo strait Bridge scheme
Straight cloth Luo Tuo straits between Spain and Ku Luoge, straits total length 16km, maximum water depth reaches 700m, once has many experts to propose kinds of schemes; Because straits water is very dark, once pontoon bridge scheme was had in the seventies, adopt the cable stayed bridge of 14 main span 1000m, navigational clearance height 70m, it is worth mentioning that and once have suggestion to build the huge Cable-stayed Bridge Scheme of a main span 8400m at this, adopt the pattern of Low Towers, higher tower height reaches 1250m, a lower tower height 850m, two end bays are respectively 4700m and 3100m, huge foundation depth is about 300m, also only establish in the whole width range in straits 3 across, this scheme adopt Low Towers mainly bridge location condition determined.
4, Shaanxi, China beam man ditch aqueduct bridge
Be built in 1986, be the domestic cable stayed bridge adopting Low Towers form the earliest, main span 78m, feature is that low tower end bay is very short, only has 10m.
5. the exit of a lake, Jiujiang bridge
For one of large-scale higher-lower tower cable-stayed bridge of in recent years building, the reason adopting Low Towers makes low tower near right bank, a deep water foundation can be built less, meet the needs of main span 4 70m navigation clear opening simultaneously, main aperture structure is four of 65+123+318+130m across prestressed concrete higher-lower tower cable-stayed bridge, main aperture adopts Liang Ta to be separated, and king-tower lower transverse beam arranges half floating form of structure of vertical support, and high tower (Jiujiang bank) end bay auxiliary pier top is provided with pressure bearing.Girder breaks and 7.5m, and type that bridge tower is " H ", high tower is double rib slab formula cross section from bridge floor, deck-molding 2.6m, bridge overall with 27.5m, and high tower is about 90m, and low tower is about 66m, high tower 22 pairs of ropes, low tower 16 pairs of ropes.
Adopt the cable stayed bridge of Low Towers to also have a lot, do not enumerate, from above-mentioned case, higher-lower tower cable-stayed bridge has the feature of self uniqueness, and according to the moulding of its uniqueness, higher-lower tower cable-stayed bridge generally adopts in the case where there:
1, under condition such as the hydrology, geology, landform (comprising water-bed landform) that some is suitable, adopt the pattern of Low Towers often can obtain reasonable and economic spanning layout, determined by bridge location objective condition at each tower height degree in such cases.
2, from the viewpoint of Bridge Landscape, Low Towers gives changeable map straggly, overcomes stereotyped, dull general layout, makes people have novelty, is rich in the effect of view, and each in the case tower height degree difference is unsuitable excessive.
Also there are some shortcomings in higher-lower tower cable-stayed bridge, the span centre part beam body of higher-lower tower cable-stayed bridge, suspension cable on high tower is relatively longer and on the weak side to the constraint rigidity of girder in the middle part of spanning, maximum at span centre according to bridge tive load deflection curve, the vertical lift ratio of rigidity of suspension cable to beam body of high tower span centre part is more limited, longitudinally pulling in shore along bridge in addition, to tie up space larger for the suspension cable of side, virtually by the job location of high tower away from side of pulling in shore, significantly add cost and the difficulty of bridge construction.
Summary of the invention
The purpose of this utility model is exactly span centre beam body is retrained to the problem differing from and add bridge construction cost and difficulty for prior art high tower suspension cable, provides a kind of part earth anchor higher-lower tower cable-stayed bridge structure.
The technical solution adopted in the utility model is: a kind of part earth anchor higher-lower tower cable-stayed bridge structure, comprises high tower, low tower, common section girder in side of pulling in shore and is between two sections of common section girders across span centre section girder; Described two sections common section girders are centered by high tower and low tower, support the beam body of longitudinally building to tower body bilateral symmetry along bridge respectively; The tower body both sides of described high tower and low tower are provided with many its lower ends and are fixed on common suspension cable on common section girder beam body successively, the common suspension cable be positioned on high tower is arranged in high tower tower body bottom successively along tower height direction, it is characterized in that: in described across span centre section girder by being connected with high tower across suspension cable in many, high tower pull in shore the relative position of side be furnished with many with in across earth anchor suspension cable corresponding to suspension cable; Be arranged in high tower tower body top across suspension cable successively along high tower tower height direction in described, itself and high tower tie point are positioned at the top of common suspension cable and high tower tie point; Described earth anchor suspension cable lower end is connected with the earth anchor be fixed on bridge bank base; Described earth anchor is positioned at offshore one end of the common section girder near high tower.
Many further described earth anchor suspension cables are fixed between high tower and earth anchor with the pattern of parallel equidistant.
Across on span centre section girder in being evenly arranged in across the lower end of suspension cable in further, equal across the distance between suspension cable lower end in adjacent two.
Further described common suspension cable is evenly arranged on common section girder, and the distance between adjacent two common suspension cable lower ends is equal.
Further equal with the distance between adjacent two common suspension cable lower ends across the distance between suspension cable in adjacent two.
Further in across span centre section girder along equal with the distance between adjacent two common suspension cable lower ends across the distance between suspension cable lower end and adjacent common suspension cable lower end in two of the longitudinal outermost end of bridge.
Advantage of the present utility model has: 1, the utility model by high tower relative in across the side of span centre section girder, earth anchor is set, and earth anchorage is in offshore one end of the common section beam body near high tower, by earth anchor suspension cable by effectively transferred on earth anchor across the weight of span centre section beam body, pulling force is transferred on ground by earth anchor again, form stable braced structures, reduce the side effect of anchoring on beam, reduce difficulty of construction;
2, the utility model instead of the anchoring of part beam body by arranging earth anchor, reduce the length of span centre section beam body anchoring suspension cable, in enhancing across suspension cable centering across the constraint strength of span centre section beam body and vertical lift power, across the impact of span centre section beam body deflection deformation centering across suspension cable in alleviating, across the vertical lifting power of suspension cable centering across span centre section girder during earth anchor enhances;
3, the utility model structure is simple, across the lifting of suspension cable centering across span centre section girder during earth anchor can strengthen, also can reduce the cost of bridge construction to a certain extent, reduce the cost budgeting of bridge construction, and difficulty of construction also significantly reduces, there is great promotional value.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
In figure, in the low tower of 1-high tower, 2-, 3-common section girder, 4-across in span centre section girder, the common suspension cable of 5-, 6-across suspension cable, 7-earth anchor suspension cable, 8-earth anchor.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, is convenient to be well understood to the utility model, but they do not form restriction to the utility model.
As shown in Figure 1, bridge main body comprises the two sections of common section girders 3 (scope that a as Fig. 1 indicates) being arranged in and pulling in shore, across span centre section girder 4 (scope as the b instruction in Fig. 1) in clamping between two sections of common section girders 3, during practice of construction, first construction high tower 1 or low tower 2, centered by high tower 1 and low tower 2, the strong point is symmetrical longitudinal to tower both sides casting beams body along bridge again, therefore high tower 1 and low tower 2 are positioned at the centre position of respective common section beam body 3, across span centre section girder 4 in relatively pouring into a mould again after two sections of common section beam body 3 casting completes, this part beam body is in pullling of both sides suspension cable, for the weak location of whole beam body.
Wherein, (the common section girder 3 curb girder body that pulls in shore is cordless section beam body to common section girder 3 such as a section in Fig. 1, for being connected with bank), the both sides of high tower 1 and low tower 2 are respectively arranged with many common suspension cables 5 of evenly arranging, the upper end edge tower height direction of common suspension cable 5 upwards arranges that (tower height direction refers to the left and right directions in Fig. 1 successively, the top of tower refers to the right direction of drawing), lower end is evenly fixed on common section girder 3, and common section girder 3 is fixed on high tower 1 and low tower 2 by common suspension cable 5.Distance between the lower end of adjacent two common suspension cables 5 is equal.As shown in Figure 1, the common section girder 3 being positioned at high tower 1 side is connected along the two ends of bridge longitudinal direction with a pair the highest on high tower 1 common suspension cable 5 lower end, and the common section girder 3 being positioned at low tower 2 side is connected along the two ends of bridge longitudinal direction with a pair common suspension cable 5 lower end the highest on low tower 2.
In across span centre section girder 4 between two sections of common section girders 3, be connected with high tower 1 across suspension cable 6 in many, high tower 1 pull in shore the relative position of side be furnished with many with in across earth anchor suspension cable 7 corresponding to suspension cable 6, earth anchor suspension cable 7 lower end is connected with the earth anchor 8 be fixed on bridge bank base, and earth anchor 8 is positioned at offshore one end of the common section girder 3 near high tower 1.
During practice of construction, first construct earth anchor 8, across span centre section girder 4 in construction, by give across suspension cable 6 in support across span centre section girder 4.
As shown in Figure 1, in be fixed on across the lower end uniform intervals of suspension cable 6 in across span centre section girder 4, its upper end edge high tower 1 tower height direction is arranged in the top of high tower 1, in be positioned at the top of common suspension cable 5 and the tie point of high tower 1 across suspension cable 6 and the tie point of high tower 1.Same, corresponding earth anchor suspension cable 7 and the tie point of high tower 1 are also positioned at above the tie point of common suspension cable 5 and high tower 1.
Two adjacent in equal across the distance between suspension cable 6, wherein two adjacent in equal across the distance between common suspension cable 5 lower end adjacent with two of the distance between suspension cable 6.
Equal with the distance between adjacent two common suspension cable 5 lower ends across the distance between suspension cable 6 in adjacent two, that is, in across suspension cable 6 and the lower end of common suspension cable 5 be evenly fixed on common section girder 3 and in across on span centre section girder 4.
As shown in Figure 1, earth anchor suspension cable 7 is fixed between high tower 1 and earth anchor 8 with the pattern of parallel equidistant, and namely adjacent earth anchor suspension cable 7 is parallel to each other, and between the two every distance equal, during actual arrangement, the tie point of earth anchor suspension cable 7 and high tower 1 is higher than the tie point of common suspension cable 5 with high tower 1.The length that is fixedly connected with region of earth anchor suspension cable 7 upper end on high tower 1 equals the horizontal length of earth anchor 8.Earth anchor 8 reduces bridge and to pull in shore the length of one end, reduces the cost of construction.
Earth anchor suspension cable 7 can effectively by transfer on earth anchor 8 across the weight of span centre section girder 4, this part pulling force is transferred on ground by earth anchor 8, enhances the structural stability of high tower 1.Earth anchor 8 can make the installation location of high tower 1 more near bank, reduces the difficulty of construction, effectively can improve the efficiency of bridge construction, save cost.
More than show and describe general principle of the present utility model, principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope, the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (5)
1. a part earth anchor higher-lower tower cable-stayed bridge structure, comprise high tower (1), low tower (2), be arranged in side of pulling in shore common section girder (3) and be between two sections of common section girders (3) across span centre section girder (4), described two sections common section girders (3) are centered by high tower (1) and low tower (2), support the beam body of longitudinally building to tower body bilateral symmetry along bridge respectively, described high tower (1) and the tower body both sides of low tower (2) are provided with the common suspension cable (5) that many its lower ends are fixed on common section girder (3) Liang Tishang, the common suspension cable (5) be positioned on high tower (1) is arranged in high tower (1) tower body bottom successively along tower height direction, it is characterized in that: be connected with high tower (1) across suspension cable (6) in many across span centre section girder (4) in described, high tower (1) pull in shore the relative position of side be furnished with many with in across earth anchor suspension cable (7) corresponding to suspension cable (6), be arranged in high tower (1) tower body top across suspension cable (6) successively along high tower (1) tower height direction in described, itself and high tower (1) tie point are positioned at the top of common suspension cable (5) and high tower (1) tie point, described earth anchor suspension cable (7) lower end is connected with the earth anchor be fixed on bridge bank base (8), described earth anchor (8) is positioned at offshore one end of the common section girder (3) near high tower (1).
2. a kind of part earth anchor higher-lower tower cable-stayed bridge structure according to claim 1, is characterized in that: many described earth anchor suspension cables (7) are fixed between high tower (1) and earth anchor (8) with the pattern of parallel equidistant.
3. a kind of part earth anchor higher-lower tower cable-stayed bridge structure according to claim 1, is characterized in that: across on span centre section girder (4) in being evenly arranged in across the lower end equi-spaced apart of suspension cable (6) in described; Described common suspension cable (5) equi-spaced apart is evenly arranged on common section girder (3).
4. a kind of part earth anchor higher-lower tower cable-stayed bridge structure according to claim 3, is characterized in that: equal with the distance between adjacent two common suspension cable (5) lower ends across the distance between suspension cable (6) in adjacent two.
5. a kind of part earth anchor higher-lower tower cable-stayed bridge structure according to claim 4, is characterized in that: be arranged in across span centre section girder (4) equal with the distance between adjacent two common suspension cable (5) lower ends across the distance between suspension cable (6) lower end and adjacent common suspension cable (5) lower end along two of the longitudinal outermost end of bridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520811421.2U CN205115988U (en) | 2015-10-19 | 2015-10-19 | Part earth anchor height tower cable -stay bridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520811421.2U CN205115988U (en) | 2015-10-19 | 2015-10-19 | Part earth anchor height tower cable -stay bridge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205115988U true CN205115988U (en) | 2016-03-30 |
Family
ID=55571609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520811421.2U Active CN205115988U (en) | 2015-10-19 | 2015-10-19 | Part earth anchor height tower cable -stay bridge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205115988U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133484A (en) * | 2015-10-19 | 2015-12-09 | 中铁第四勘察设计院集团有限公司 | Cable-stayed bridge structure with high and low towers for partial ground anchors |
| CN112942059A (en) * | 2021-04-26 | 2021-06-11 | 河南省交通规划设计研究院股份有限公司 | Overall design method of unequal-height double-tower cable-stayed bridge |
-
2015
- 2015-10-19 CN CN201520811421.2U patent/CN205115988U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133484A (en) * | 2015-10-19 | 2015-12-09 | 中铁第四勘察设计院集团有限公司 | Cable-stayed bridge structure with high and low towers for partial ground anchors |
| CN112942059A (en) * | 2021-04-26 | 2021-06-11 | 河南省交通规划设计研究院股份有限公司 | Overall design method of unequal-height double-tower cable-stayed bridge |
| CN112942059B (en) * | 2021-04-26 | 2022-06-10 | 河南省交通规划设计研究院股份有限公司 | Overall design method of unequal-height double-tower cable-stayed bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205205635U (en) | Stride footpath bailey frame steel suspension bridge structure greatly | |
| CN105133484B (en) | A kind of part earth anchor higher-lower tower cable-stayed bridge structure | |
| CN105565176B (en) | A kind of asymmetric cable crane of single column | |
| CN106012797A (en) | All-ground-anchor type single-tower double-span cable-stayed bridge structure and construction method thereof | |
| CN101215819B (en) | Separated double-layer bridge-floor cable stayed bridge | |
| CN204282199U (en) | Pile-column concrete hollow pile bridge pier structure | |
| CN104404869A (en) | Pile column type concrete hollow pile pier structure | |
| CN104088221B (en) | A kind of T-shaped plate girder precast segment unit based on steel truss and combined bridge deck | |
| CN109853353A (en) | A kind of spacial special-shaped arch bridge and its construction method | |
| CN201317908Y (en) | Double deck cable stayed bridge of separation type | |
| CN103147385A (en) | Double-spliced extradosed cable-stayed bridge | |
| CN101368370B (en) | Wind-proof temporary rest pier and wind-proof method for large span stayed-cable bridge cantilever construction | |
| CN203768785U (en) | Corrugated steel web combined bridge allowing passing through on double layers | |
| CN205115988U (en) | Part earth anchor height tower cable -stay bridge structure | |
| CN205775786U (en) | A kind of novel railway curve Cable-stayed Bridge with Slanted Pylon | |
| CN106978778A (en) | A kind of navigable overhead railway bridge of boats | |
| CN204059179U (en) | A kind of T-shaped plate girder precast segment unit based on steel truss and combined bridge deck | |
| CN112982139A (en) | Wide-width large-span hybrid beam and short-tower cable-stayed bridge system and construction method thereof | |
| CN202369930U (en) | Door opening type bearing framed bent device for multiplayer concrete box girder | |
| CN203923881U (en) | The auxiliary cable stayed bridge of a kind of double tower three rope face combined cable | |
| CN108978436A (en) | Space truss suspension bridge | |
| CN210482000U (en) | Limiting device for jacking construction of large-span steel pipe concrete tied arch bridge | |
| CN111945572B (en) | Multi-connected arch bridge erecting machine and multi-connected arch bridge erecting method | |
| CN205000328U (en) | Cast -in -place support aquatic steel reinforced concrete composite pile of cable -stay bridge concrete ballast tank roof beam | |
| CN202730633U (en) | Self-anchored suspension bridge for main cables in parallel spaces of one-column tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |