CN203654153U - Combined bridge structure of galleries and sight-seeing platforms - Google Patents
Combined bridge structure of galleries and sight-seeing platforms Download PDFInfo
- Publication number
- CN203654153U CN203654153U CN201320885386.XU CN201320885386U CN203654153U CN 203654153 U CN203654153 U CN 203654153U CN 201320885386 U CN201320885386 U CN 201320885386U CN 203654153 U CN203654153 U CN 203654153U
- Authority
- CN
- China
- Prior art keywords
- sight
- bridge
- seeing
- platform
- gallery
- 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.)
- Withdrawn - After Issue
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a combined bridge structure of galleries and sight-seeing platforms. A bridge structure is used for running vehicle, and the integrity and load-carrying uniformity may be destroyed if a sight-seeing building is constructed on the upper portion of the structure. The combined bridge structure comprises a bridge pile foundation, cross tie beams, bridge piers, bent caps and beam plates from bottom to top, wherein longitudinal galleries are arranged at two lateral sides of the beam plates, a plurality of sight-seeing platforms are arranged on the galleries at intervals, and an independent base is arranged under each sight-seeing platform and provided with a sight-seeing platform pile foundation, cross tie beams, pier pillars and main beams from bottom to top The main beams of the sight-seeing platform are higher than the beam plates, extend out of a large overhanging cantilever, and are built on the lateral edges of the beam plates. Flexible plugs are arranged between the large overhanging cantilever and the beam plates. In addition to conventional traffic functions of a bridge, the combined bridge structure also provides sight-seeing functions. Foundations of driving lanes and sight-seeing structure are mutually independent, and structural and bearing influences between the driving lanes and sight-seeing structure are absent.
Description
Technical field
the utility model relates to a kind of bridge type, is specifically related to a kind of combined bridge structure that merges gallery, sightseeing platform.
Background technology
In bridge evolution, there is numerous bridge types, function, the function of bridge construction is confined to realize in the traffic capacity substantially, meet vehicle, walk, can pass through smoothly rivers and lakes or zanjon valley, be the meaning of so-called archaism " meeting water builds bridge ", its function is roughly equal to roadbed, or perhaps the another kind of special representing form of roadbed.From landscape effect, consistent since, bridge construction stresses to reach landscape effect by changing bridge type, sums up from large structure aspects, except ancient beam bridge, arch bridge, successively 00 always there is the bridge types such as cable stayed bridge, suspension bridge, composite bridge.The most function singleness of above-mentioned bridge type, can not meet special region as the actual demand at scenic spot.
Summary of the invention
The purpose of this utility model is to provide a kind of combined bridge structure that merges gallery, sightseeing platform, is a kind of new type of bridge, expands bridge function.
The technical scheme that the utility model adopts is:
Merge a combined bridge structure for gallery, sightseeing platform, be provided with Bored Pile of Bridge, bridge straining beam, bridge pier, bent cap and beam slab from bottom to top, it is characterized in that:
On beam slab, both lateral sides is provided with longitudinal gallery, is arranged at intervals with some places view platform on gallery;
View platform below arranges single footing, include view platform pile foundation, view platform straining beam, pier stud and view platform girder from bottom to top, view platform girder is higher than beam slab and stretch out large cantilever to beam slab and encorbelment, large cantilever is encorbelmented and is built the transverse edge at beam slab, large cantilever encorbelment and beam slab between be provided with flexible blockage.
The bent cap thickness of gallery below is less than the bent cap thickness of mid portion, forms longitudinal boss at bent cap mid portion;
The beam slab bottom mid portion of bent cap top is provided with recessed time corresponding with bent cap boss.
The utlity model has following advantage:
The utility model meeting under the prerequisite of the current function of bridge conventional traffic, expanded the lie fallow visit function of reward scape of people; Under the less prerequisite of increase of investment, the outstanding landscape architectural structure that shows history culture, merges humanistic environment, and successful is better than traditional bridge construction.
Accompanying drawing explanation
Fig. 1 is the utility model plan view.
Fig. 2 is A-A sectional drawing.
Fig. 3 is B-B sectional drawing.
Fig. 4 is the utility model elevation.
In figure, 1-view platform, 2-is large, and cantilever is encorbelmented, 3-bent cap, 4-view platform girder, 5-flexible blockage, 6-beam slab, 7-bridge pier, 8-bridge straining beam, 9-Bored Pile of Bridge, 10-pier stud, 11-view platform straining beam, 12-view platform pile foundation, 13-gallery.
The specific embodiment
Below in conjunction with the specific embodiment, the utility model is described in detail.
A kind of combined bridge structure that merges gallery, sightseeing platform that the utility model relates to, additional structure separates setting with bridge agent structure, and basis is set separately, has avoided the impact of annex on basic bridge construction globality.Be provided with Bored Pile of Bridge 9, bridge straining beam 8, bridge pier 7, bent cap 3 and beam slab 6 from bottom to top, on beam slab 6, both lateral sides is provided with longitudinal gallery 13, is arranged at intervals with some places view platform 1 on gallery 13.View platform 1 below arranges single footing, include view platform pile foundation 12, view platform straining beam 11, pier stud 10 and view platform girder 4 from bottom to top, view platform girder 4 is higher than beam slab 6 and stretch out large cantilever to beam slab 6 and encorbelment 2, large cantilever 2 transverse edges of building at beam slab 6 of encorbelmenting, large cantilever encorbelment 2 and beam slab 6 between be provided with flexible blockage 5(rubber etc.).
Because of gallery 13 also different from the interval basic stress of driving, therefore bent cap 3 thickness of gallery 13 belows are less than bent cap 3 thickness of mid portion, form longitudinal boss at bent cap 3 mid portions, the beam slab 6 bottom mid portions of bent cap 3 tops are provided with recessed time corresponding with bent cap 3 boss, meet different force requests.
The utility model in conjunction with the position of bridge, highly, the basic parameter such as length, consider stereovision, density and the symmetry of structure, be close to bridge both sides along bridge direction of principal axis and lay several sightseeing platforms.It is the key of this novel bridge structure success or failure that the perfection of bridge construction and building structure is merged, and in appearance, sightseeing platform and bridge combine together, bring out the best in each other.But in structure design, both load forms are totally different, difficult point of primary and secondary, pardon is poor, needs relatively independent basis, avoids influencing each other, and interface takes the elasticity bodily form to connect and god does not connect.This flexible docking calculation, has merged the Outline modelling of two kinds of form of structure, has cut off two kinds of form of structure influencing each other in stressed and distortion.Sightseeing platform basis is separate with bridge construction, and outward appearance combines together, has not only met the requirement of safety of structure but also has reached the demand of function aspects.
Between sightseeing platform with gallery auxiliary it, gallery is the sidewalk that has added top cover, and from form to content can be included among bridge construction completely, and gallery is embedded on the bridge of rigidity, the load of top gallery structure carried on a shoulder pole by lower bridge joist support completely, reduced gallery and arrange the expense of substructure.
It is cited that content of the present utility model is not limited to embodiment, and the conversion of any equivalence that those of ordinary skills take technical solutions of the utility model by reading the utility model manual, is claim of the present utility model and contains.
Claims (2)
1. merge a combined bridge structure for gallery, sightseeing platform, be provided with Bored Pile of Bridge (9), bridge straining beam (8), bridge pier (7), bent cap (3) and beam slab (6) from bottom to top, it is characterized in that:
The upper both lateral sides of beam slab (6) is provided with longitudinal gallery (13), is arranged at intervals with some place's view platforms (1) on gallery (13);
View platform (1) below arranges single footing, include view platform pile foundation (12), view platform straining beam (11), pier stud (10) and view platform girder (4) from bottom to top, view platform girder (4) stretches out large cantilever encorbelment (2) higher than beam slab (6) and to beam slab (6), large cantilever encorbelment (2) build the transverse edge in beam slab (6), large cantilever encorbelment (2) and beam slab (6) between be provided with flexible blockage (5).
2. a kind of combined bridge structure that merges gallery, sightseeing platform according to claim 1, is characterized in that:
Bent cap (3) thickness of gallery (13) below is less than bent cap (3) thickness of mid portion, forms longitudinal boss at bent cap (3) mid portion;
Beam slab (6) the bottom mid portion of bent cap (3) top is provided with recessed time corresponding with bent cap (3) boss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320885386.XU CN203654153U (en) | 2013-12-31 | 2013-12-31 | Combined bridge structure of galleries and sight-seeing platforms |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320885386.XU CN203654153U (en) | 2013-12-31 | 2013-12-31 | Combined bridge structure of galleries and sight-seeing platforms |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203654153U true CN203654153U (en) | 2014-06-18 |
Family
ID=50920561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320885386.XU Withdrawn - After Issue CN203654153U (en) | 2013-12-31 | 2013-12-31 | Combined bridge structure of galleries and sight-seeing platforms |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654153U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696354A (en) * | 2013-12-31 | 2014-04-02 | 中铁第一勘察设计院集团有限公司 | Corridor and viewing platform integrated composite bridge structure |
-
2013
- 2013-12-31 CN CN201320885386.XU patent/CN203654153U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696354A (en) * | 2013-12-31 | 2014-04-02 | 中铁第一勘察设计院集团有限公司 | Corridor and viewing platform integrated composite bridge structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204282187U (en) | A kind of novel Butterfly Arch Bridge | |
| CN104313994A (en) | Hybrid girder and extradossed cable-stayed bridge without back-cables | |
| CN205775786U (en) | A kind of novel railway curve Cable-stayed Bridge with Slanted Pylon | |
| CN103074846B (en) | A kind of lateral bearing system beam bridge | |
| CN205205640U (en) | Spiral diplopore continuous arch bridge | |
| CN203160113U (en) | Dumbbell type bearing platform | |
| CN206173781U (en) | No end bay half -through tie rod ribbon arched bridge | |
| CN203654153U (en) | Combined bridge structure of galleries and sight-seeing platforms | |
| CN202530364U (en) | Inverted triangle pier simply supported or continuous bridge structure | |
| CN107724227A (en) | A kind of continuous rigid frame deck type plate arch combined bridge | |
| CN103696354B (en) | Merge the combined bridge structure of gallery, sightseeing platform | |
| CN203755127U (en) | Pre-stress high-performance concrete continuous box girder bridge | |
| CN205347957U (en) | Steel case purlin combination continuous bridge | |
| CN105648898B (en) | Prefabricated ultra-high performance concrete half-through beam element, bridge structure and construction method | |
| CN204151663U (en) | A kind of hybrid beam is without dorsal funciculus low-pylon cable-stayed bridge | |
| CN203096591U (en) | Transverse bearing system beam bridge | |
| CN105484148B (en) | Part steel case purlin composite continuous bridge and its construction method | |
| CN105484146B (en) | Steel truss reinforced concrete V structures arch bridge and its construction method | |
| CN102605709B (en) | Structure of simply support and continuous bridge with pier similar to inverted triangle | |
| CN207525599U (en) | A kind of continuous rigid frame-deck type plate arch combined bridge | |
| CN210657938U (en) | Deck arch-rigid frame continuous beam combined bridge | |
| CN105507128B (en) | Steel truss encircles reinforced concrete steel case hybrid beam combination bridge and its construction method | |
| CN102392421A (en) | Small-town arch bridge local widening and reinforcing method based on characteristic of tidal traffic flow | |
| CN105484147A (en) | Steel box truss combined continuous beam bridge and construction method thereof | |
| CN203256588U (en) | Multifunctional arched combination pre-stress landscape bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140618 Effective date of abandoning: 20160413 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |