CN201648941U - Edge block body for heightening torsion section steel box girder of viaduct - Google Patents
Edge block body for heightening torsion section steel box girder of viaduct Download PDFInfo
- Publication number
- CN201648941U CN201648941U CN2010201670794U CN201020167079U CN201648941U CN 201648941 U CN201648941 U CN 201648941U CN 2010201670794 U CN2010201670794 U CN 2010201670794U CN 201020167079 U CN201020167079 U CN 201020167079U CN 201648941 U CN201648941 U CN 201648941U
- Authority
- CN
- China
- Prior art keywords
- viaduct
- bottom plate
- section steel
- web
- heightening
- 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.)
- Expired - Fee Related
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Abstract
The utility model relates to an edge block body for a heightening torsion section steel box girder of a viaduct, which comprises an oblique bottom plate (1), partition plates (2), a plurality of web plates (3), top plates (4) and a plurality of longitudinal reinforcing ribs (5). The plurality of longitudinal reinforcing ribs (5) and the partition plates (2) are respectively and longitudinally arranged on the oblique bottom plate (1) in a spaced manner, and the plurality of web plates (3) are transversely inserted on the longitudinal reinforcing ribs (5) on the oblique bottom plate (1) in a spaced manner. The top plates (4) are fixed at the top parts of the web plates (3), the partition plates (2) and the longitudinal reinforcing ribs (5). Factory manufacturing and field installation can be carried out on the edge block body for the heightening torsion section steel box girder of the viaduct in a segmented manner.
Description
(1) technical field
The utility model relates to a kind of viaduct and uprises distortion cross section steel case beam.Be mainly used in the making of viaduct.Belong to the steel construction piece technical field.
(2) background technology
Before the utility model was made, present viaduct steel case beam all was to make at the construction field (site), and viaduct steel case beam has the longitudinal and transverse gradient and camber for uprising distortion cross section casing, linear complexity, and processing and manufacturing difficulty is big.
(3) summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, provides a kind of and can segmentation carries out batch production and make the limit block that field erected viaduct uprises distortion cross section steel case beam.
The purpose of this utility model is achieved in that a kind of viaduct uprises the limit block of distortion cross section steel case beam, comprise inclined bottom plate, dividing plate, web, top board and waling, described waling has some, some waling longitudinal separations are arranged on the inclined bottom plate, the dividing plate longitudinal subdivision is arranged on the inclined bottom plate, web has some, and some web lateral separations are inserted on the waling on the inclined bottom plate, and top board is fixed in described web, dividing plate and waling top.
The beneficial effects of the utility model are:
The limit block that the utility model viaduct uprises distortion cross section steel case beam can segmentation carry out the on-the-spot installation of batch production making.
(4) description of drawings
Fig. 1 uprises the general structure schematic diagram (inversion) of distortion steel case beam limit, cross section block for the utility model viaduct.
Reference numeral among the figure:
Inclined bottom plate 1, dividing plate 2, web 3, top board 4, waling 5.
(5) specific embodiment
Referring to Fig. 1, Fig. 1 uprises the general structure schematic diagram of distortion steel case beam limit, cross section block for the utility model viaduct.As seen from Figure 1, the utility model viaduct uprises the limit block of distortion cross section steel case beam, comprise inclined bottom plate 1, dividing plate 2, web 3, top board 4 and waling 5, described waling 5 has some, some waling 5 longitudinal separations are arranged on the inclined bottom plate 1, dividing plate 2 longitudinal subdivisions are arranged on the inclined bottom plate 1, web 3 has some, some web 3 lateral separations are inserted on the waling 5 on the inclined bottom plate 1, and top board 4 is fixed in described web 3, dividing plate 2 and waling 5 tops.
Claims (1)
1. a viaduct uprises the limit block that twists cross section steel case beam, it is characterized in that described limit block comprises inclined bottom plate (1), dividing plate (2), web (3), top board (4) and waling (5), described waling (5) has some, some walings (5) longitudinal separation is arranged on the inclined bottom plate (1), dividing plate (2) longitudinal subdivision is arranged on the inclined bottom plate (1), web (3) has some, some webs (3) lateral separation is inserted on the waling (5) on the inclined bottom plate (1), and top board (4) is fixed in described web (3), dividing plate (2) and waling (5) top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201670794U CN201648941U (en) | 2010-04-14 | 2010-04-14 | Edge block body for heightening torsion section steel box girder of viaduct |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201670794U CN201648941U (en) | 2010-04-14 | 2010-04-14 | Edge block body for heightening torsion section steel box girder of viaduct |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201648941U true CN201648941U (en) | 2010-11-24 |
Family
ID=43114167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201670794U Expired - Fee Related CN201648941U (en) | 2010-04-14 | 2010-04-14 | Edge block body for heightening torsion section steel box girder of viaduct |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201648941U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758742A (en) * | 2016-12-29 | 2017-05-31 | 中国冶集团有限公司 | A kind of curved variable cross-section fish-bellied type Steel Continuous Box beam and its construction method |
-
2010
- 2010-04-14 CN CN2010201670794U patent/CN201648941U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758742A (en) * | 2016-12-29 | 2017-05-31 | 中国冶集团有限公司 | A kind of curved variable cross-section fish-bellied type Steel Continuous Box beam and its construction method |
| CN106758742B (en) * | 2016-12-29 | 2019-08-23 | 中国一冶集团有限公司 | A kind of curved variable cross-section fish-bellied type Steel Continuous Box beam and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: JIANGSU ZHONGTAI STEEL STRUCTURE CO. LTD. Free format text: FORMER NAME: JIANGSU ZHONGTAI STEEL STRUCTURE CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 214434 Jiangsu city of Jiangyin province Jingjiang park with Kang Road No. 15 Patentee after: Jiangsu Zhongtai Bridge Steel Structure Co., Ltd. Address before: 214434 Jiangsu city of Jiangyin province Jingjiang park with Kang Road No. 15 Patentee before: Jiangsu Zhongtai Steel Structure Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101124 Termination date: 20160414 |