CN204728220U - A kind of Traverse Displacement Unit of Bridge Erector - Google Patents
A kind of Traverse Displacement Unit of Bridge Erector Download PDFInfo
- Publication number
- CN204728220U CN204728220U CN201520418597.1U CN201520418597U CN204728220U CN 204728220 U CN204728220 U CN 204728220U CN 201520418597 U CN201520418597 U CN 201520418597U CN 204728220 U CN204728220 U CN 204728220U
- Authority
- CN
- China
- Prior art keywords
- traversing
- case beam
- oil cylinder
- sideslip oil
- fish belly
- 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
Links
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 10
- 241000251468 Actinopterygii Species 0.000 claims abstract description 19
- 210000001015 abdomen Anatomy 0.000 claims abstract description 19
- 241001669679 Eleotris Species 0.000 claims abstract description 16
- 210000001364 upper extremity Anatomy 0.000 description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical group C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
A kind of Traverse Displacement Unit of Bridge Erector, relate to Bridge Erector technical field, comprise fish belly case beam, traversing case beam and traversing sleeper beam, described traversing sleeper beam is positioned at the top of traversing case beam, connected as one by connector between the two and become a upper strata framework, this upper strata framework is slidably arranged on fish belly case beam, one end of fish belly case beam is provided with sideslip oil cylinder support, sideslip oil cylinder support connects a sideslip oil cylinder by sideslip oil cylinder base, the telescopic end of sideslip oil cylinder is connected with one end of traversing case beam, traversing sleeper beam is provided with crane ' s major girder carrying roller support, described upper strata framework is mobile with the erection adapting to different sweep case beam under the telescopic action of sideslip oil cylinder.The utility model can meet the erection requirement that sweep is more than or equal to the small curve radius case beam of 600.
Description
Technical field
The utility model relates to a kind of Traverse Displacement Unit of Bridge Erector, especially relates to a kind of Bridge Erector Traverse Displacement Unit that can set up small curve radius case beam.
Background technology
Existing DF550 Bridge Erector accommodation curve radius is greater than the erection of 5000 casees beams, it has mainly come with adjustment rail by overhead traveling crane oil cylinder is traversing, overhead traveling crane sideslip oil cylinder and walking rails adjustment amount very little, thus this kind of Bridge Erector can not adapt to the erection of small curve radius case beam.
Utility model content
Be not suitable with the problem of small curve radius box beam erection for solving existing Bridge Erector, the utility model provides a kind of Bridge Erector Traverse Displacement Unit, and it can meet the erection requirement that sweep is more than or equal to 600 casees beams.
For achieving the above object, the technical solution of the utility model is: a kind of Traverse Displacement Unit of Bridge Erector, comprise fish belly case beam, traversing case beam and traversing sleeper beam, described traversing sleeper beam is positioned at the top of traversing case beam, connected as one by connector between the two and become a upper strata framework, this upper strata framework is slidably arranged on fish belly case beam, one end of fish belly case beam is provided with sideslip oil cylinder support, sideslip oil cylinder support connects a sideslip oil cylinder by sideslip oil cylinder base, the telescopic end of sideslip oil cylinder is connected with one end of traversing case beam, traversing sleeper beam is provided with crane ' s major girder carrying roller support, described upper strata framework is mobile with the erection adapting to different sweep case beam under the telescopic action of sideslip oil cylinder.
Beneficial effect: the utility model arranges a sideslip oil cylinder in fish belly case beam end by cylinder bracket, and it is traversing to make traversing case beam promote crane ' s major girder together with traversing sleeper beam by the telescopic action of sideslip oil cylinder, finally can realize the erection that sweep is more than or equal to 600 casees beams, simple to operate, easy.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure, 1, fish belly case beam, 2, traversing case beam, 3, traversing sleeper beam, 4, clamp, 5, sideslip oil cylinder support, 6, adjusting nut, 7, rotary pin shaft, 8, fastening bolt, 9, sideslip oil cylinder bearing pin, 10, sideslip oil cylinder, 11, sideslip oil cylinder base, 12, cylinder pedestal bearing pin.
Detailed description of the invention
As shown in Figure 1, a kind of Traverse Displacement Unit of Bridge Erector, comprise fish belly case beam 1, traversing case beam 2 and traversing sleeper beam 3, described traversing sleeper beam 3 is positioned at the top of traversing case beam 2, connected as one by connector between the two and become a upper strata framework, particularly, traversing case beam 2 and traversing sleeper beam 3 are connected to become a upper strata framework by screwed rotary pin shaft 7 and fastening bolt 8.This upper strata framework is slidably arranged on fish belly case beam 1, one end of fish belly case beam 1 is provided with sideslip oil cylinder support 5, sideslip oil cylinder support 5 by Flange joint on fish belly case beam 1, sideslip oil cylinder support 5 connects a sideslip oil cylinder 10 by sideslip oil cylinder base 11, the telescopic end of sideslip oil cylinder 10 is connected with one end of traversing case beam 2, wherein, sideslip oil cylinder 10 is connected with sideslip oil cylinder base 11 by cylinder pedestal bearing pin 12, and sideslip oil cylinder 10 is connected with traversing case beam 2 upper ear plate by sideslip oil cylinder bearing pin 9.Traversing sleeper beam 3 is provided with crane ' s major girder carrying roller support, described upper strata framework is mobile with the erection adapting to different sweep case beam under the telescopic action of sideslip oil cylinder 10.
The sidepiece of described traversing case beam 2 is provided with clamp 4, and fish belly case beam 1 is provided with the slideway be slidably matched with clamp 4.Wherein, clamp 4 plays fish belly case beam 1 and traversing case beam 2 connection function, prevents traversing fish belly case beam 1 and the traversing case beam 2 of making of oil cylinder from misplacing.
The method of DF550 Bridge Erector application the utility model erection small curve radius case beam: drive rear supporting leg of bridge erecting machine walking mechanism and front leg strut carrier roller mechanism, make Bridge Erector via hole traveling one segment distance (16.6 meters), Bridge Erector auxiliary leg fore-and-aft direction puts in place, because be little curve Bridge Erector auxiliary leg left and right deviation bridge pier center, at this moment front leg strut sideslip oil cylinder 10 is started, the traversing case beam 2 of the traversing promotion of oil cylinder, it is traversing that traversing case beam 2 promotes crane ' s major girder together with traversing sleeper beam 3, until auxiliary leg center and bridge pier center superposition.Then auxiliary leg jack-up girder together with rear support leg, front leg strut and bridge pier come to nothing, and are put in place by hanging traveling.The good front leg strut of anchoring, rear support leg drives Bridge Erector reach, and via hole puts in place, can realize small curve radius box beam erection.
Claims (2)
1. the Traverse Displacement Unit of a Bridge Erector, comprise fish belly case beam (1), traversing case beam (2) and traversing sleeper beam (3), it is characterized in that: described traversing sleeper beam (3) is positioned at the top of traversing case beam (2), connected as one by connector between the two and become a upper strata framework, this upper strata framework is slidably arranged on fish belly case beam (1), one end of fish belly case beam (1) is provided with sideslip oil cylinder support (5), sideslip oil cylinder support (5) connects a sideslip oil cylinder (10) by sideslip oil cylinder base (11), the telescopic end of sideslip oil cylinder (10) is connected with one end of traversing case beam (2), traversing sleeper beam (3) is provided with crane ' s major girder carrying roller support, described upper strata framework is mobile with the erection adapting to different sweep case beam under the telescopic action of sideslip oil cylinder (10).
2. the Traverse Displacement Unit of a kind of Bridge Erector as claimed in claim 1, is characterized in that: the sidepiece of described traversing case beam (2) is provided with clamp (4), and fish belly case beam (1) is provided with the slideway be slidably matched with clamp (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520418597.1U CN204728220U (en) | 2015-06-17 | 2015-06-17 | A kind of Traverse Displacement Unit of Bridge Erector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520418597.1U CN204728220U (en) | 2015-06-17 | 2015-06-17 | A kind of Traverse Displacement Unit of Bridge Erector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728220U true CN204728220U (en) | 2015-10-28 |
Family
ID=54386582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520418597.1U Expired - Fee Related CN204728220U (en) | 2015-06-17 | 2015-06-17 | A kind of Traverse Displacement Unit of Bridge Erector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728220U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU174191U1 (en) * | 2017-07-10 | 2017-10-06 | Загид Гаджиевич Хучбаров | DEVICE FOR TRANSVERSE SLIDING OF A BRIDGE SPAN |
| CN108316160A (en) * | 2018-02-09 | 2018-07-24 | 中铁工程机械研究设计院有限公司 | Large-tonnage highway ramp spells wide beam construction method and its construction equipment |
| CN109440653A (en) * | 2018-12-12 | 2019-03-08 | 中铁十五局集团路桥建设有限公司 | Suitable for the erecting beam construction method and auxiliary shifting beam equipment under special space |
-
2015
- 2015-06-17 CN CN201520418597.1U patent/CN204728220U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU174191U1 (en) * | 2017-07-10 | 2017-10-06 | Загид Гаджиевич Хучбаров | DEVICE FOR TRANSVERSE SLIDING OF A BRIDGE SPAN |
| CN108316160A (en) * | 2018-02-09 | 2018-07-24 | 中铁工程机械研究设计院有限公司 | Large-tonnage highway ramp spells wide beam construction method and its construction equipment |
| CN109440653A (en) * | 2018-12-12 | 2019-03-08 | 中铁十五局集团路桥建设有限公司 | Suitable for the erecting beam construction method and auxiliary shifting beam equipment under special space |
| CN109440653B (en) * | 2018-12-12 | 2019-09-13 | 中铁十五局集团路桥建设有限公司 | Suitable for the erecting beam construction method and auxiliary shifting beam equipment under special space |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203961992U (en) | Portable full framing chassis | |
| CN204728220U (en) | A kind of Traverse Displacement Unit of Bridge Erector | |
| CN103195450A (en) | Hydraulic tunnel inverted arch operation trolley and inverted arch construction method | |
| CN207047715U (en) | A kind of Bridge Erector supporting leg stand under load equalising control device | |
| CN104110002A (en) | Method for replacing bridge deck slabs of steel truss girder bridge | |
| CN204343172U (en) | A kind of Bridge Erector | |
| CN105735142A (en) | Bridge girder erection machine for prestressed concrete bridge precast section span-by-span splicing construction | |
| CN107012798A (en) | A kind of Bridge Erector supporting leg stand under load equalising control device and method | |
| CN204356663U (en) | The rear support leg of novel large-tonnage Bridge Erector | |
| CN202298472U (en) | Third supporting leg for bridge girder erection machine | |
| CN203998606U (en) | Bridge Erector hoisting overhead travelling crane is from turning round levelling gear | |
| CN201933413U (en) | Highly efficient variable-span transporting type lower guide girder machine | |
| CN103806374A (en) | Assembled road steel bridge overall track erection and push system and process | |
| CN201605110U (en) | Device for hoisting waveform steel webs at the front end of truss in cantilever construction | |
| CN203559577U (en) | Heightening suspended platform suspension mechanism | |
| CN106284088A (en) | Prefabricated arch bar lifting method of temporarily fixing | |
| CN204356659U (en) | The rear auxiliary support apparatus of novel large-tonnage Bridge Erector | |
| CN202969381U (en) | Pile work machine use for driving pile | |
| CN205711767U (en) | Bridge Erector for Prestressed Concrete Bridges prefabricated subsection construction of splicing span by span | |
| CN102720132A (en) | Bridge erecting machine capable of side surface beam feeding | |
| CN202181900U (en) | Inverted arch sliding mode concrete tunnel lining steel mould trolley | |
| CN201614939U (en) | Three-dimensional space curved surface steel mould trolley | |
| CN204185778U (en) | The assembled Bridge Erector of a kind of light-duty little curved segments | |
| CN104514200B (en) | The rear auxiliary support apparatus of large-tonnage Bridge Erector | |
| CN102562073B (en) | Telescopic boom of walking hanging scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180705 Address after: 471013 Hospital No. 2, Luoyang, Luoyang, Henan Co-patentee after: THE ROAD-BRIDGE CONSTRUCTION COMPANY LTD. OF CHINA RAILWAY 15TH BUREAU Group Patentee after: CHINA RAILWAY 15TH BUREAU GROUP Co.,Ltd. Address before: No. four Mangshan Road, Luoyang District, Henan, Henan Co-patentee before: CHINA RAILWAY 15TH BUREAU GROUP Co.,Ltd. Patentee before: THE 6TH CONSTRUCTION COMPANY LTD. OF CHINA RAILWAY 15TH BUREAU GROUP CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151028 Termination date: 20200617 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |