CN202298474U - 2# supporting leg of bridge erecting machine - Google Patents
2# supporting leg of bridge erecting machine Download PDFInfo
- Publication number
- CN202298474U CN202298474U CN2011203392393U CN201120339239U CN202298474U CN 202298474 U CN202298474 U CN 202298474U CN 2011203392393 U CN2011203392393 U CN 2011203392393U CN 201120339239 U CN201120339239 U CN 201120339239U CN 202298474 U CN202298474 U CN 202298474U
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- distribution beam
- pier
- girder
- cup support
- supporting legs
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- Expired - Fee Related
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Abstract
The utility model provides a 2# supporting leg of a bridge erecting machine, which is provided with a multilayer 'distribution girder-cup support' structure. A cup support structure comprises a front cup support and a back cup support. The front cup support is supported in a groove area at the end part of a bottom plate of a U-shaped concrete girder which is located at a position of an invisible cover girder of the top of the cup support; the back cup support is supported on the erected U-shaped concrete girder; the front cup support and the back cup support are respectively provided with a front supporting point distribution girder and a back supporting point distribution girder; and a vertical distribution girder is connected between the front supporting point distribution girder and the back supporting point distribution girder. By using a layered transition structure by the 2# supporting leg disclosed by the utility model, the multilayer 'distribution girder-cup support' structure is arranged to ensure uniform load distribution. The front cup support is directly supported on the invisible cover girder at the top of the cup support, so that about a half of the construction load is directly transmitted to a foundation through the pier without passing through the U-shaped concrete girder. Therefore, the problem that the own structure of the U-shaped concrete girder cannot bear larger concentration force is solved, so as to satisfy the bearing capability designed for the thinner bottom plate of the U-shaped concrete girder.
Description
Technical field
The utility model relates to the bridge span erecting machine field, particularly wherein No. two supporting legs of bridge formation machine.
Background technology
At present, in building High-speed Railway Bridges, urban track traffic bridge, have a difficult problem for the installation and transportation of U type concrete beam, U type concrete beam self structure can not be born big concentrated force.No. two supporting legs are supporting legs in the bridge formation machine, and No. two supporting legs of general bridge formation machine are supported in Liang Tishang, can produce infringement to the thin base plate of U type beam.
Summary of the invention
The utility model technical problem to be solved provides No. two supporting legs of bridge formation machine of a kind of U of being suitable for type concrete beam.For this reason, the utility model adopts following technical scheme: said No. two supporting legs comprise a leg mechanism, and said leg mechanism is provided with multi-level " distribution beam---pad pier " structure; Pad pier structure wherein comprises foremast pier and back pad pier, and said foremast pier is supported in the U type concrete beam bottom end grooved area that pier pushes up stealthy bent cap place, and its nose shape and said groove are suitable; Said back pad pier is supported on the U type concrete beam that has set up;
Said foremast pier, back pad socle are respectively equipped with front fulcrum distribution beam and rear fulcrum distribution beam; The two ends of said front fulcrum distribution beam are respectively with the affixed said foremast pier of bolt; Hinged respectively said back, the two ends of rear fulcrum distribution beam pad pier; Connection lengthwise is to distribution beam between front fulcrum distribution beam and the rear fulcrum distribution beam, and vertically distribution beam and front fulcrum distribution beam and rear fulcrum distribution beam are hinged, and vertically distribution beam is in the last layer of front fulcrum distribution beam and rear fulcrum distribution beam.
On the basis of adopting technique scheme, the utility model also can adopt following further technical scheme:
Said back pad pier is supported in the U type concrete beam base plate that set up and the chamfering place of web combination.
It also is provided with hangs vertical shift walking mechanism, vertical shift carrying roller mechanism, vertical telescoping mechanism and hydraulic means thereof.
Said leg mechanism of two covers about it is provided with; About vertical distribution beam of two cover leg mechanisms connect the traversing hydraulic means of traversing sliding beam; Said vertical telescoping mechanism and hydraulic means thereof are installed on the traversing sliding beam, and said traversing sliding beam is in the last layer of vertical distribution beam.
The rear fulcrum distribution beam is provided with active section, and the dismounting realization fulcrum distribution beam lateral length adjustment through active section can adapt to multiple width U type concrete beam structure.
Owing to adopt the technical scheme of the utility model; Adopt the layering transition structure; Multi-level distribution beam-pad pier structure is set; Mostly adopt between each pad pier and fulcrum distribution beam and fulcrum distribution beam and vertical distribution beam to be articulated and connected, guaranteed the uniform distribution of load, satisfied the requirement for bearing capacity of agent structure to greatest extent.And; Front fulcrum distribution beam and foremast pier have utilized the groove of U type concrete beam bottom end dexterously; Make the foremast pier directly be supported in pier and push up stealthy bent cap; Working load about half directly is passed to the basis through bridge pier without U type concrete beam, has solved U type concrete beam self structure and can not bear the problem of big concentrated force, thereby satisfied the thin back-plane design supporting capacity of U type beam.Main fulcrum when No. two supporting leg is bridge formation frame beam and via hole, the utility model laterally move when also having lift in height, curve according to the design feature of U type concrete beam, satisfy functions such as agent structure requirement for bearing capacity.
Description of drawings
Fig. 1 observes the sketch map of No. two supporting legs in the bridge formation machine for forward.
Fig. 2 is for holding to observation the sketch map of No. two supporting legs in the bridge formation machine.
Fig. 3 observes the sketch map of No. two supporting legs from Fig. 2 viewing angle.
Fig. 4 is traversing sliding beam vertical view
Fig. 5 observes the sketch map of No. two supporting legs from Fig. 1 viewing angle.
Fig. 6 is the vertical view of No. two supporting leg support systems.
The specific embodiment
With reference to accompanying drawing.Said No. two supporting legs 800 comprise a leg mechanism, and said leg mechanism is provided with multi-level " distribution beam---pad pier " structure, and said pad pier structure comprises that being provided with foremast pier 1 fills up pier 2 with the back; Said foremast pier 1 is supported in U type concrete beam bottom end groove 200 zones that pier pushes up stealthy bent cap 100 places, is lined with wood block filler 901 between them, and foremast pier 1 nose shape and groove 200 are suitable; Said back pad pier 2 is supported on the chamfering 303 that the U type concrete beam base plate 301 that set up and web 302 combine, and is lined with the wood block filler 902 of trapezoidal cross-section between them.
Said foremast pier, back pad socle are respectively equipped with front fulcrum distribution beam 3 and rear fulcrum distribution beam 4; The two ends of said front fulcrum distribution beam 3 connect fixing said foremast pier 1 respectively through bolt 30; The two ends of rear fulcrum distribution beam 4 are through the hinged respectively said back of bearing pin 40 pad pier 2; Connection lengthwise is to distribution beam 5 between front fulcrum distribution beam 3 and the rear fulcrum distribution beam 4; Vertically distribution beam is in the last layer of front fulcrum distribution beam and rear fulcrum distribution beam, and vertical distribution beam and front fulcrum distribution beam and rear fulcrum distribution beam adopt bearing pin 51,52 hinged respectively, and bearing pin 51, bearing pin 52 are vertical with bearing pin 40.
According to the design feature of U type concrete beam 300, adjustable height, laterally adjustable when curve is constructed satisfies functions such as agent structure requirement for bearing capacity when the utlity model has the ramp construction.Said No. two supporting legs are provided with hangs vertical shift walking mechanism 400, vertical shift carrying roller mechanism 500, vertical telescoping mechanism 600 and hydraulic means 601 thereof.Said leg mechanism of two covers about said No. two supporting legs are provided with; About vertical distribution beam 5 of two cover leg mechanisms connect the traversing hydraulic means 701 of traversing sliding beam 700; Said vertical telescoping mechanism and hydraulic means thereof are installed on the traversing sliding beam, and said traversing sliding beam is in the last layer of vertical distribution beam.
Actuating unit when hanging vertical shift walking mechanism 400 and being No. two supporting leg self vertical shifts, it is hung roller and is hung on the crane ' s major girder lower edge 801 during work, hangs roller rolling vertical shift by motor-driven.
The rear fulcrum distribution beam is provided with active section 41, and the dismounting realization fulcrum distribution beam lateral length adjustment through active section 41 can adapt to multiple width U type concrete beam structure.
Claims (5)
1. No. two supporting legs of bridge formation machine is characterized in that said No. two supporting legs comprise a leg mechanism, and said leg mechanism is provided with multi-level " distribution beam---pad pier " structure; Pad pier structure wherein comprises foremast pier and back pad pier, and said foremast pier is supported in the U type concrete beam bottom end grooved area that pier pushes up stealthy bent cap place, and its nose shape and said groove are suitable; Said back pad pier is supported on the U type concrete beam that has set up;
Said foremast pier, back pad socle are respectively equipped with front fulcrum distribution beam and rear fulcrum distribution beam; The two ends of said front fulcrum distribution beam are respectively with the affixed said foremast pier of bolt; Hinged respectively said back, the two ends of rear fulcrum distribution beam pad pier; Connection lengthwise is to distribution beam between front fulcrum distribution beam and the rear fulcrum distribution beam, and vertically distribution beam and front fulcrum distribution beam and rear fulcrum distribution beam are hinged, and vertically distribution beam is in the last layer of front fulcrum distribution beam and rear fulcrum distribution beam.
2. No. two supporting legs of bridge formation machine as claimed in claim 1 is characterized in that said back pad pier is supported in the U type concrete beam base plate that set up and the chamfering place of web combination.
3. according to claim 1 or claim 2 No. two supporting legs of bridge formation machine is characterized in that it also is provided with to hang vertical shift walking mechanism, vertical shift carrying roller mechanism, vertical telescoping mechanism and hydraulic means thereof.
4. No. two supporting legs of bridge formation machine as claimed in claim 3; It is characterized in that it be provided with about two the cover said leg mechanism; About vertical distribution beam of two cover leg mechanisms connect the traversing hydraulic means of traversing sliding beam; Said vertical telescoping mechanism and hydraulic means thereof are installed on the traversing sliding beam, and said traversing sliding beam is in the last layer of vertical distribution beam.
5. No. two supporting legs of bridge formation machine as claimed in claim 1 is characterized in that the rear fulcrum distribution beam is provided with active section, and the dismounting realization fulcrum distribution beam lateral length adjustment through active section can adapt to multiple width U type concrete beam structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203392393U CN202298474U (en) | 2011-09-09 | 2011-09-09 | 2# supporting leg of bridge erecting machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203392393U CN202298474U (en) | 2011-09-09 | 2011-09-09 | 2# supporting leg of bridge erecting machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202298474U true CN202298474U (en) | 2012-07-04 |
Family
ID=46367405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203392393U Expired - Fee Related CN202298474U (en) | 2011-09-09 | 2011-09-09 | 2# supporting leg of bridge erecting machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202298474U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111074792A (en) * | 2020-01-03 | 2020-04-28 | 北京中铁建北方路桥工程有限公司 | Large-span bridge fabrication machine and sliding device thereof |
| CN111335178A (en) * | 2020-03-26 | 2020-06-26 | 中铁七局集团第三工程有限公司 | Small-curve-radius steel box girder bridge girder erection machine and erection construction method |
-
2011
- 2011-09-09 CN CN2011203392393U patent/CN202298474U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111074792A (en) * | 2020-01-03 | 2020-04-28 | 北京中铁建北方路桥工程有限公司 | Large-span bridge fabrication machine and sliding device thereof |
| CN111335178A (en) * | 2020-03-26 | 2020-06-26 | 中铁七局集团第三工程有限公司 | Small-curve-radius steel box girder bridge girder erection machine and erection construction method |
| CN111335178B (en) * | 2020-03-26 | 2022-04-29 | 中铁七局集团第三工程有限公司 | Small-curve-radius steel box girder bridge girder erection machine and erection construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20200909 |