CN203923884U - What steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge - Google Patents
What steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge Download PDFInfo
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- CN203923884U CN203923884U CN201420369708.XU CN201420369708U CN203923884U CN 203923884 U CN203923884 U CN 203923884U CN 201420369708 U CN201420369708 U CN 201420369708U CN 203923884 U CN203923884 U CN 203923884U
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Abstract
What steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, relates to building field.It comprises only tower, Sarasota, girder and suspension cable, solely tower is reinforced concrete structure, girder is the prestressed concrete continuous box girder of a width entirety, solely the junction of tower and girder is rigid connection structure, the triangular structure that solely tower is hollow, Sarasota is arranged on the tip of only tower, and solely tower bottom is connected with bridge floor by mounting base; Girder is arch, girder wind up and Sarasota between be provided with some skew cables, suspension cable provides multiple spot resiliency supported for girder, equidistant setting adopt locking device to be connected between suspension cable and girder, between every skew cables, be equipped with Curtain wall frame, stainless steel bluff piece is refuted by stainless steel pull bar on the full glass curtain wall of receiving supporting construction, and seamless steel pipe is fixed in bridge sidewall in stainless steel pull bar bottom.The utility model proposes the sightseeing bridge design that a kind of curtain wall merging with sightseeing environment facies combines with steel work, use tempered glass material by large area at the body of a bridge, build a kind of transparent bridge, make tourist stay seemingly the eminence that there is no bridge.
Description
Technical field
The utility model relates to building field, and what be specifically related to that a kind of steel work combines with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge.
Background technology
Along with the continuous growth of china's overall national strength, people more and more focus on quality of life and aesthetic relation between balanced.In order to coordinate the arrival of this experience economic, in all trades and professions, all in design, incorporate people's aesthetic requirement as an important evidence of design.Sightseeing bridge can be generally the landmark building in a sightseeing region, its structure rationally whether, external aestheticly whether incorporated into a kind of important Consideration with environment.
The current condition of China's sightseeing bridge, main weak point mainly contains: the primary structure of sightseeing bridge has wooden construction support, masonry structure, steel work, although its form of structure is various, the visual effect of bringing for above structure can not be completely and view theme match; Bridge construction form is single, and profile is too dull, lacks design sense.
Utility model content
The utility model is exactly for current sightseeing bridge existing problem in design, the sightseeing bridge design that a kind of curtain wall merging with sightseeing environment facies combines with steel work is proposed, use tempered glass material by large area at the body of a bridge, build a kind of transparent bridge, make tourist stay seemingly the eminence that there is no bridge.
The technical solution of the utility model is: what steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, comprise only tower, Sarasota, girder and suspension cable, described only tower is reinforced concrete structure, girder is the prestressed concrete continuous box girder of a width entirety, the junction of described only tower and girder is rigid connection structure, the triangular structure that described only tower is hollow, Sarasota is arranged on the tip of only tower, and solely tower bottom is connected with bridge floor by mounting base; Described girder is arch, girder wind up and Sarasota between be provided with some skew cables, described suspension cable provides multiple spot resiliency supported for girder, equidistant setting adopt locking device to be connected between suspension cable and girder, between every skew cables, be equipped with Curtain wall frame, described Curtain wall frame is made up of seamless steel pipe, stainless steel pull bar and stainless steel bluff piece, surface glass is after the punching of position, angle, stainless steel bluff piece is refuted by stainless steel pull bar on the full glass curtain wall of receiving supporting construction, and seamless steel pipe is fixed in bridge sidewall in stainless steel pull bar bottom.
As a preferred version, described locking device comprises the gland and the pedestal that is connected suspension cable on girder of suspension cable terminal, the hole that also has connecting bolt on pedestal, described gland is riveted on the head of pedestal, and fastening bolt is fixed on suspension cable on girder by the hole of pedestal both sides.
As another preferred version, described curtain wall is plane frame, vertical bar stress system structure.
As a preferred version again, in described curtain wall, glass kind and specification are low radiation or white tempering hollow glass.
As scheme most preferably, on the one-sided bridge floor without dorsal funciculus oblique pull sightseeing bridge, also adopt above-mentioned curtain wall plane frame, vertical bar stress system structure.
The beneficial effects of the utility model:
1, the sightseeing bridge that steel work combines with curtain wall adopts the suffered load of the balanced bed rearrangement bridge of mode of wire rope inclined-pulling, main supporting structure adopts the one-sided longitudinal steel structure support of bridge floor, laterally supplemental support is by the role-sharing transverse load between cross section on oblique pull steel wire and bridge, and whole bridge construction is succinct.
The sidewall of the sightseeing bridge that 2, steel work combines with curtain wall adopts glass fiber reinforced plastic as material, and bridge floor adopts arc moulding, in the scenery around visitor can incorporate completely in the process of the body of a bridge, can not block the sight line of going sightseeing because of the existence of bridge.
3, the sightseeing bridge bridge floor that steel work combines with curtain wall is considered the queueing problem of bridge floor ponding, adopts cellular type to connect get rid of unnecessary ponding on the body of a bridge in a side of bridge.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model detailed description of the invention two.
Fig. 3 is the enlarged drawing at B place in the utility model Fig. 2.
Fig. 4 is the structural representation of A place Curtain wall frame in the utility model.
Fig. 5 is the locking device structural representation that in the utility model, steel wire tow line is connected with mounting base.
Detailed description of the invention
Below in conjunction with accompanying drawing example, the utility model is described in further detail.
Detailed description of the invention one: present embodiment is described in conjunction with Fig. 1, Fig. 3, Fig. 4 and Fig. 5, what steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, comprise only tower 1, Sarasota 6, girder 3 and suspension cable 2, described only tower 1 is reinforced concrete structure, girder 3 is the prestressed concrete continuous box girder of a width entirety, described only tower 1 is rigid connection structure with the junction of girder 3, the triangular structure that described only tower 1 is hollow, Sarasota 6 is arranged on the tip of only tower, and solely tower bottom is connected with bridge floor by mounting base 4, described girder 3 is arch, girder 3 wind up and Sarasota between be provided with some skew cables 2, described suspension cable provides multiple spot resiliency supported for girder 3, equidistant setting adopt locking device 7 to be connected between suspension cable and girder, between every skew cables, be equipped with Curtain wall frame 5, Curtain wall frame 5 is arranged on the side of bridge, described Curtain wall frame is by seamless steel pipe 5-5, stainless steel pull bar 5-1 and stainless steel bluff piece 5-2 form, surface glass is after position, angle punching 5-4, stainless steel bluff piece is refuted by stainless steel pull bar on the full glass curtain wall 5-3 that receives supporting construction, seamless steel pipe is fixed in bridge sidewall in stainless steel pull bar bottom.
During this enforcement side executes, described locking device 7 comprises the gland 7-3 and the pedestal 7-1 that is connected suspension cable on girder of suspension cable terminal, on pedestal, also has the hole 7-2 of connecting bolt, described gland 7-3 is riveted on the head of pedestal 7-1, and fastening bolt is fixed on suspension cable on girder by the hole 7-2 of pedestal both sides.Wherein, described curtain wall 5-3 is plane frame, vertical bar stress system structure; Glass kind and specification are low radiation or white tempering hollow glass.
Detailed description of the invention two: present embodiment is described in conjunction with Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the difference of present embodiment and detailed description of the invention one is, on the one-sided bridge floor without dorsal funciculus oblique pull sightseeing bridge, also adopt curtain wall 5-3 plane frame, vertical bar stress system structure, these glass fiber reinforced plastic form the entirety of bridge floor, increase the visual permeability of whole bridge.
In present embodiment, be also provided with leaking hole 8
The logical bed rearrangement bridge of the utility model by steel work as agent structure, adopt one-sided longitudinal steel work as main supporting structure, carry out supplemental support by oblique pull steel wire, body of a bridge part designs as skeleton by steel and concrete structure, its primary structure adopts the oblique rollering steel structure of bridge one side as pontic main supporting structure, in the horizontal auxiliary support structure of the body of a bridge, adopt steel wire slant-pull structure to share the load that the body of a bridge is subject to, oblique pull steel wire combines with bridge floor oblique pull steel wire by this, on horizontal plane, form stable slant-pull structure, the form that the sidewall of bridge floor and bridge adopts glass fiber reinforced plastic to combine with steel work, make whole bridge from visually seeming very penetrating.
The utility model foregoing is for having described embodiment of the present utility model, it will be understood by a person skilled in the art that, the utility model is not only only limited to above-described embodiment, in the situation that not departing from spirit of the present utility model, can make various amendments, within described amendment also should be included in scope of the present utility model.Scope of the present utility model should be limited by claims and equivalent thereof.
Claims (5)
1. what steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, comprise only tower (1), Sarasota (6), girder (3) and suspension cable (2), described only tower (1) is reinforced concrete structure, girder (3) is the prestressed concrete continuous box girder of a width entirety, described only tower (1) is rigid connection structure with the junction of girder (3), it is characterized in that: the triangular structure that described only tower (1) is hollow, Sarasota (6) is arranged on the tip of only tower, and solely tower bottom is connected with bridge floor by mounting base (4), described girder (3) is arch, girder (3) wind up and Sarasota between be provided with some skew cables (2), described suspension cable is that girder (3) provides multiple spot resiliency supported, equidistant setting adopt locking device (7) to be connected between suspension cable and girder, between every skew cables, be equipped with Curtain wall frame (5), described Curtain wall frame is by seamless steel pipe (5-5), stainless steel pull bar (5-1) and stainless steel bluff piece (5-2) form, surface glass is after position, angle punching (5-4), stainless steel bluff piece is refuted by stainless steel pull bar on the full glass curtain wall (5-3) of receiving supporting construction, seamless steel pipe is fixed in bridge sidewall in stainless steel pull bar bottom.
2. what steel work according to claim 1 combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, it is characterized in that: described locking device (7) comprises the gland (7-3) and the pedestal (7-1) that is connected suspension cable on girder of suspension cable terminal, on pedestal, also has the hole (7-2) of connecting bolt, described gland (7-3) is riveted on the head of pedestal (7-1), and fastening bolt is fixed on suspension cable on girder by the hole (7-2) of pedestal both sides.
3. what steel work according to claim 1 and 2 combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, it is characterized in that: described curtain wall (5-3) is plane frame, vertical bar stress system structure.
4. what combine with curtain wall according to the steel work described in claim 3 is one-sided without dorsal funciculus oblique pull sightseeing bridge, it is characterized in that: in described curtain wall, glass kind and specification are low radiation or white tempering hollow glass.
5. what steel work according to claim 4 combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge, it is characterized in that: on the one-sided bridge floor without dorsal funciculus oblique pull sightseeing bridge, also adopt curtain wall (5-3) plane frame, vertical bar stress system structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420369708.XU CN203923884U (en) | 2014-07-07 | 2014-07-07 | What steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420369708.XU CN203923884U (en) | 2014-07-07 | 2014-07-07 | What steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203923884U true CN203923884U (en) | 2014-11-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420369708.XU Expired - Fee Related CN203923884U (en) | 2014-07-07 | 2014-07-07 | What steel work combined with curtain wall is one-sided without dorsal funciculus oblique pull sightseeing bridge |
Country Status (1)
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| CN (1) | CN203923884U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499414A (en) * | 2014-12-16 | 2015-04-08 | 中铁第四勘察设计院集团有限公司 | Oblique curved tower for large-span cable-stayed bridges |
| CN104790296A (en) * | 2015-03-30 | 2015-07-22 | 广西路桥工程集团有限公司 | Construction method of concrete arch bridge with stiff skeletons |
| CN105908617A (en) * | 2016-04-25 | 2016-08-31 | 东南大学 | Glass guardrail double-layer inhaul cable supporting system pedestrian bridge structure |
| KR101664989B1 (en) * | 2016-05-17 | 2016-10-11 | (주)신흥이앤지 | Structure for suspension bridge without constructing anchor block |
| CN107217868A (en) * | 2017-05-10 | 2017-09-29 | 中铁第勘察设计院集团有限公司 | Packaged type animal observes station structure |
| CN111088748A (en) * | 2020-01-06 | 2020-05-01 | 招商局重庆交通科研设计院有限公司 | 3D printing landscape bridge and construction method thereof |
-
2014
- 2014-07-07 CN CN201420369708.XU patent/CN203923884U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499414A (en) * | 2014-12-16 | 2015-04-08 | 中铁第四勘察设计院集团有限公司 | Oblique curved tower for large-span cable-stayed bridges |
| CN104499414B (en) * | 2014-12-16 | 2016-04-13 | 中铁第四勘察设计院集团有限公司 | Long-span cablestayed bridges trend curve bridge tower |
| CN104790296A (en) * | 2015-03-30 | 2015-07-22 | 广西路桥工程集团有限公司 | Construction method of concrete arch bridge with stiff skeletons |
| CN104790296B (en) * | 2015-03-30 | 2016-08-24 | 广西路桥工程集团有限公司 | A kind of construction method of more degrees skeleton concrete arched bridge |
| CN105908617A (en) * | 2016-04-25 | 2016-08-31 | 东南大学 | Glass guardrail double-layer inhaul cable supporting system pedestrian bridge structure |
| KR101664989B1 (en) * | 2016-05-17 | 2016-10-11 | (주)신흥이앤지 | Structure for suspension bridge without constructing anchor block |
| CN107217868A (en) * | 2017-05-10 | 2017-09-29 | 中铁第勘察设计院集团有限公司 | Packaged type animal observes station structure |
| CN111088748A (en) * | 2020-01-06 | 2020-05-01 | 招商局重庆交通科研设计院有限公司 | 3D printing landscape bridge and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141105 Termination date: 20160707 |
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| CF01 | Termination of patent right due to non-payment of annual fee |