CN101294368A - Novel steel tube longeron combination grinder bridge - Google Patents
Novel steel tube longeron combination grinder bridge Download PDFInfo
- Publication number
- CN101294368A CN101294368A CNA2008100469413A CN200810046941A CN101294368A CN 101294368 A CN101294368 A CN 101294368A CN A2008100469413 A CNA2008100469413 A CN A2008100469413A CN 200810046941 A CN200810046941 A CN 200810046941A CN 101294368 A CN101294368 A CN 101294368A
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- CN
- China
- Prior art keywords
- steel pipe
- bridge
- truss
- fulcrum
- steel
- 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.)
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Abstract
The invention provides a novel steel pipe truss composite beam bridge, and relates to a bridge adopting steel pipe truss composite beams. The steel pipe truss is an inverted triangular truss composed of a lower steel pipe 1, two upper steel pipes 2, spatial steel pipe tilted belly poles 3 and a horizontal steel pipe stay pole 4, the upper steel pipes 2 are welded with a pallet and a shear key block 5, and a concrete slab 6 forms an integrated structure together with the steel pipe truss through the pallet and the shear key block, and participates in load taking. A fulcrum joist 7 is arranged on the outer side of the upper steel pipe at each fulcrum, and the fulcrum joints are taken as the supporting points of the bridge span, and are supported at the pier tops of a Y-shaped bridge pier. As the invention adopts the steel pipe truss composite beams, the material properties of concrete and steels can be fully exerted, the steel pipe structure has good sealing performance and good plate stability, the improvement of the structure durability is facilitated, and the maintenance cost and the work load are reduced. The steel pipe truss has concise appearance, thereby obtaining better scenic effect; the supporting points of the bridge span are positioned at the two ribs of the main girder, the structural focus of the main girder is low, and the wind-resistance stability and the seismic stability of the structure are improved.
Description
Technical field
The present invention relates to a kind of bridge that adopts steel tube longeron combination grinder.
Background technology
Bondbeam can be given full play to material behavior, has the advantages that the rigidity of structure is big, economic and technical norms are good, at home and abroad is used widely.Bondbeam form commonly used at present mainly contains plate girder bondbeam, steel case beam bondbeam and steel truss bondbeam etc.
Railway, highway and municipal bridge engineering under the condition of manufacturing field, transportation and lifting conditions permit, adopt steel tube longeron combination grinder can give full play to the material behavior of concrete and steel.Steel tubular structure has good sealing property and plate stability, is beneficial to the raising structure durability, reduces maintenance costs and workload.The steel pipe truss profile is succinct, can obtain landscape effect preferably.
Summary of the invention
The objective of the invention is at above-mentioned present situation, aim to provide a kind of novel steel tube longeron combination grinder bridge, enrich the structure types of composite beam bridge, for a kind of new approaches are opened up in the design of composite beam bridge.
The implementation of the object of the invention is, a kind of novel steel tube longeron combination grinder bridge, steel pipe truss is for by single lower edge steel pipe 1, two " del " truss that wind up steel pipe 2, space steel pipe diagonal web member 3 and horizontal steel tube strut 4 are formed, welding pallet and shear connector 5 on the steel pipe 2 wind up, concrete slab 6 forms one by pallet and shear connector 5 with steel pipe truss, whenever stride the arranged outside fulcrum joist 7 of the steel pipe 2 that winds up at fulcrum place, fulcrum joist 7 is supported on the Dun Ding of " Y " shape bridge pier 8.
The present invention has following advantage:
1. adopt steel tube longeron combination grinder can give full play to the material behavior of concrete and steel;
2. steel tubular structure has good sealing property and plate stability, is beneficial to the raising structure durability, reduces maintenance costs and workload;
3. the steel pipe truss profile is succinct, can obtain landscape effect preferably;
4. the spanning fulcrum is positioned at girder two sides of body, and the main beam structure center of gravity is low, is beneficial to the wind resistance, the seismic stability that improve structure.
Description of drawings
Accompanying drawing is a structural representation of the present invention
The specific embodiment
With reference to accompanying drawing, steel pipe truss of the present invention is for by single lower edge steel pipe 1, two " del " truss that wind up steel pipe 2, space steel pipe diagonal web member 3 and horizontal steel tube strut 4 are formed, wind up welding pallet and shear connector 5 on the steel pipe 2, concrete slab 6 forms integrated structure and stressed jointly by pallet and shear connector 5 with steel pipe truss.
Whenever stride the arranged outside fulcrum joist 7 of the steel pipe 2 that winds up at fulcrum place, the supporting-point as spanning is supported on the Dun Ding of " Y " shape bridge pier 8.
Claims (1)
1, a kind of novel steel tube longeron combination grinder bridge, it is characterized in that steel pipe truss is " del " truss of being made up of single lower edge steel pipe (1), two steel pipes that wind up (2), space steel pipe diagonal web member (3) and horizontal steel tube strut (4), the steel pipe (2) that winds up is gone up welding pallet and shear connector (5), concrete slab (6) forms one by pallet and shear connector (5) with steel pipe truss, whenever stride the arranged outside fulcrum joist (7) of the steel pipe that winds up (2) at fulcrum place, fulcrum joist (7) is supported on the Dun Ding of " Y " shape bridge pier (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100469413A CN101294368A (en) | 2008-02-28 | 2008-02-28 | Novel steel tube longeron combination grinder bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100469413A CN101294368A (en) | 2008-02-28 | 2008-02-28 | Novel steel tube longeron combination grinder bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101294368A true CN101294368A (en) | 2008-10-29 |
Family
ID=40064882
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100469413A Pending CN101294368A (en) | 2008-02-28 | 2008-02-28 | Novel steel tube longeron combination grinder bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101294368A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102797224A (en) * | 2012-08-22 | 2012-11-28 | 中铁二十三局集团有限公司 | Paving method and template supporting device of bridge deck slab |
| CN104047223A (en) * | 2014-07-08 | 2014-09-17 | 厦门中平公路勘察设计院有限公司 | Light composite structure bridge and construction method thereof |
| CN104947588A (en) * | 2015-07-06 | 2015-09-30 | 清华大学 | Steel pipe concrete-combination beam cable stayed bridge floor system and construction method thereof |
| CN105735102A (en) * | 2016-04-20 | 2016-07-06 | 四川省交通运输厅公路规划勘察设计研究院 | Concrete filled steel tube truss girder and bridge adopting concrete filled steel tube truss girder |
| CN106087697A (en) * | 2016-07-08 | 2016-11-09 | 苏交科集团股份有限公司 | Double triangle chord member prefabricated bridge combination beams and method for rapidly splicing |
| CN106192756A (en) * | 2016-07-08 | 2016-12-07 | 苏交科集团股份有限公司 | String wire bar concrete slab assembled combined bridge and construction method thereof |
-
2008
- 2008-02-28 CN CNA2008100469413A patent/CN101294368A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102797224A (en) * | 2012-08-22 | 2012-11-28 | 中铁二十三局集团有限公司 | Paving method and template supporting device of bridge deck slab |
| CN102797224B (en) * | 2012-08-22 | 2014-09-10 | 中铁二十三局集团有限公司 | Paving method and template supporting device of bridge deck slab |
| CN104047223A (en) * | 2014-07-08 | 2014-09-17 | 厦门中平公路勘察设计院有限公司 | Light composite structure bridge and construction method thereof |
| CN104947588A (en) * | 2015-07-06 | 2015-09-30 | 清华大学 | Steel pipe concrete-combination beam cable stayed bridge floor system and construction method thereof |
| CN105735102A (en) * | 2016-04-20 | 2016-07-06 | 四川省交通运输厅公路规划勘察设计研究院 | Concrete filled steel tube truss girder and bridge adopting concrete filled steel tube truss girder |
| CN106087697A (en) * | 2016-07-08 | 2016-11-09 | 苏交科集团股份有限公司 | Double triangle chord member prefabricated bridge combination beams and method for rapidly splicing |
| CN106192756A (en) * | 2016-07-08 | 2016-12-07 | 苏交科集团股份有限公司 | String wire bar concrete slab assembled combined bridge and construction method thereof |
| CN106192756B (en) * | 2016-07-08 | 2018-08-07 | 苏交科集团股份有限公司 | String wire bar-concrete slab assembled combined bridge and its construction method |
| CN106087697B (en) * | 2016-07-08 | 2018-08-07 | 苏交科集团股份有限公司 | Double triangle chord member-prefabricated bridge combination beams and method for rapidly splicing |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20081029 |