CN107893381A - A kind of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform - Google Patents
A kind of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform Download PDFInfo
- Publication number
- CN107893381A CN107893381A CN201711244049.1A CN201711244049A CN107893381A CN 107893381 A CN107893381 A CN 107893381A CN 201711244049 A CN201711244049 A CN 201711244049A CN 107893381 A CN107893381 A CN 107893381A
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- China
- Prior art keywords
- platform
- vertical shift
- girder
- hanging basket
- bed die
- 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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Links
- 238000005266 casting Methods 0.000 title claims abstract description 21
- 238000010276 construction Methods 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 230000001737 promoting effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
- E01D21/10—Cantilevered erection
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of double width cantilever casting beam Hanging Basket bed die system vertically and horizontally to slide wheel platform, and its structure includes 2 vertical shift platform structure , Transverse and moves girder, 2 bottom platforms；Wherein 2 vertical shift platform structures are parallel to each other on two construction bridge floors, and each vertical shift platform structure is provided with 1 bottom platform , Transverse and moves girder located at the top of 2 vertical shift platform structures.Advantage：1）The security risk that Hanging Basket depends on main truss traveling is evaded, has facilitated falling for left and right width bridge Hanging Basket and removed with later stage Hanging Basket；2）Simple for structure, easy to operation, speed of application is fast.3）Cost is low, fast and convenient, securely and reliably, little for span, and especially double width cantilever casting beam construction has larger promotional value.
Description
Technical field
The present invention relates to a kind of double width cantilever casting beam Hanging Basket bed die system vertically and horizontally to slide wheel platform, belongs to bridge and applies
Work technical field.
Background technology
In existing double width cantilever casting beam cradle construction, Hanging Basket bed die system typically depends on platform, buoyancy tank or pontoon etc.
Complete to fall to use between assembled, lifting, whereabouts and left and right width bridge, depend on synchronization or split movement before and after main truss is completed.For width
Larger box beam is spent, depends on main truss cradle traveling, it is necessary to the larger rear sill of rigidity, causes Hanging Basket from great；Rely on buoyancy tank
Or falling with, it is necessary to compared with strong power equipment and complicated safety precautions between the nearly left and right width of pontoon, cost input is big, and construction is numerous
It is trivial.
The content of the invention
A kind of double width cantilever casting beam Hanging Basket bed die system proposed by the present invention vertically and horizontally slides wheel platform, is using assembled
Bailey beam group is stress main truss, and laying type steel tie and rail, are erected on steel-pipe pile distribution beam or platform thereon.The platform collection
The assembly of Hanging Basket bottom die platform system, lifting, whereabouts, the longitudinal direction traveling of single width bridge, beam bottom automatic spray curing system sliding platform, a left side
Right width bridge falls with six functions of platform in the slideway platform of one, is there is double width cantilever casting beam construction safety, quality and environmental protection
Effect control.
The technical solution of the present invention：A kind of double width cantilever casting beam Hanging Basket bed die system vertically and horizontally slides wheel platform, its
Structure includes 2 vertical shift platform structure , Transverse and moves 2,2 bottom platforms 6 of girder；Wherein 2 vertical shift platform structures, which are parallel to each other, is located at
On two construction bridge floors, each vertical shift platform structure is provided with the 1 , Transverse of bottom platform 6 shifting girder 2 and is located at 2 vertical shift platform structures
Top.
Its installation method, comprises the following steps：
（1）Vertical shift girder 1 is installed in the distribution beam 4 and branch trestle 5 outside platform pile tube 3, horizontal-associate is installed between vertical shift girder 1
8 are reinforced；
（2）The steel rail laying 7 on vertical shift girder 1, assembled bottom platform 6, start the construction of cantilever beam section；
（3）Bottom platform 6 is transferred to vertical shift girder 1, main truss cradle reach, after bottom platform 6 moves forward in place, bottom platform 6 is lifted, applies
The next block of work；
（4）After the completion of the construction of single width cantilever casting beam, bottom platform 6 is transferred to vertical shift girder 1, Tong Guo Transverse and moves 2 horizontal integrally dragging of girder,
Mobile platform Bailey beam main truss, platform and bed die system are laterally moved to another width bridge, repeat the above steps construction.
Advantages of the present invention：1）Evade the security risk that Hanging Basket depends on main truss traveling, facilitate left and right width bridge Hanging Basket
Fall with and later stage Hanging Basket remove；
2）Simple for structure, easy to operation, speed of application is fast.
3）Cost is low, fast and convenient, securely and reliably, little for span, and especially double width cantilever casting beam construction has larger push away
Wide value.
Brief description of the drawings
Accompanying drawing 1 is double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform structural representation.
Accompanying drawing 2 is double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform 1-1 profiles.
Accompanying drawing 3-1,3-2,3-3 are the signals of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform construction procedure
Figure.
1 in figure it is vertical shift girder, 2 be traversing girder, 3 be platform pile tube, 4 be distribution beam, 5 be branch trestle, 6 is that bottom is put down
Platform, 7 be rail, 8 be horizontal-associate.
Embodiment
Accompanying drawing 1 is compareed, a kind of double width cantilever casting beam Hanging Basket bed die system vertically and horizontally slides wheel platform, and its structure includes 2
Vertical shift platform structure , Transverse move 2,2 bottom platforms 6 of girder；Wherein 2 vertical shift platform structures are parallel to each other located at two construction bridge floors
On, each vertical shift platform structure is provided with 1 , Transverse of bottom platform 6 and moves girder 2 located at the top of 2 vertical shift platform structures.
Compare accompanying drawing 2, described vertical shift platform structure include vertical shift girder 1, platform pile tube 3, distribution beam 4, branch trestle 5,
Rail 7, horizontal-associate 8；Wherein 1 pair of vertical shift girder 1 is disposed in parallel relation to one another, the left end connection distribution beam 4 of vertical shift girder 1, vertical shift girder 1
Right-hand member connection branch trestle 5；Some horizontal-associates 8 are connected between 1 pair of vertical shift girder 1, the upper surface of vertical shift girder 1 is provided with rail 7；Point
Inside with beam 4 is provided with platform pile tube 3.
Double width cantilever casting beam Hanging Basket bed die system vertically and horizontally slides the installation method of wheel platform, comprises the following steps：
（1）Vertical shift girder 1 is installed in the distribution beam 4 and branch trestle 5 outside platform pile tube 3, horizontal-associate is installed between vertical shift girder 1
8 are reinforced；
（2）The steel rail laying 7 on vertical shift girder 1, assembled bottom platform 6, start the construction of cantilever beam section；
（3）Bottom platform 6 is transferred to vertical shift girder 1, main truss cradle reach, after bottom platform 6 moves forward in place, bottom platform 6 is lifted, applies
The next block of work；
（4）After the completion of the construction of single width cantilever casting beam, bottom platform 6 is transferred to vertical shift girder 1, and vertical shift girder 1 and bottom die platform is interim
Locking, Tong Guo Transverse move 2 horizontal integrally dragging of girder, mobile platform Bailey beam main truss, platform and bed die system are laterally moved to another
Width bridge, repeat the above steps construction.
Claims (3)
1. a kind of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform, it is characterized in that including 2 vertical shift platform structures,
Transverse moves girder, 2 bottom platforms；Wherein 2 vertical shift platform structures are parallel to each other on two construction bridge floors, each vertical shift platform
Structure is provided with 1 bottom platform , Transverse and moves girder located at the top of 2 vertical shift platform structures.
2. double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform according to claim 1, it is characterized in that described
Vertical shift platform structure include vertical shift girder, platform pile tube, distribution beam, branch trestle, rail, horizontal-associate；Wherein 1 pair of vertical shift girder is mutual
Parallel setting, the left end connection distribution beam of vertical shift girder, the right-hand member connection branch trestle of vertical shift girder；Between 1 pair of vertical shift girder
Some horizontal-associates are connected, the upper surface of vertical shift girder is provided with rail；The inside of distribution beam is provided with platform pile tube.
3. the installation method of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform as claimed in claim 1, it is special
Sign is to comprise the following steps：
（1）Vertical shift girder is installed, installing horizontal-associate between vertical shift girder is carried out in the distribution beam and branch trestle outside platform pile tube
Reinforce；
（2）The steel rail laying on vertical shift girder, assembled bottom platform, start the construction of cantilever beam section；
（3）Bottom platform is transferred to vertical shift girder, main truss cradle reach, after the reach in place of bottom platform, bottom platform is lifted, under construction
One block；
（4）After the completion of the construction of single width cantilever casting beam, bottom platform is transferred to vertical shift girder, Tong Guo Transverse and moves girder transverse direction integrally dragging, is moved
Moving platform Bailey beam main truss, platform and bed die system are laterally moved to another width bridge, ibid step is constructed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711244049.1A CN107893381A (en) | 2017-11-30 | 2017-11-30 | A kind of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711244049.1A CN107893381A (en) | 2017-11-30 | 2017-11-30 | A kind of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107893381A true CN107893381A (en) | 2018-04-10 |
Family
ID=61806535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711244049.1A Pending CN107893381A (en) | 2017-11-30 | 2017-11-30 | A kind of double width cantilever casting beam Hanging Basket bed die system longitudinal and lateral movement wheel platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107893381A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056534A (en) * | 2018-07-19 | 2018-12-21 | 中铁大桥局第九工程有限公司 | A kind of movable type bored pile construction platform and method |
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|---|---|---|---|---|
| CN1390732A (en) * | 2001-06-12 | 2003-01-15 | 毛勒·索尼公司 | Supporting system and support |
| CN2767494Y (en) * | 2004-11-29 | 2006-03-29 | 北京万桥兴业机械有限公司 | Conveying and erecting integrated bridge girder erection equipment |
| CN101177933A (en) * | 2007-11-28 | 2008-05-14 | 贵州省桥梁工程总公司 | Bridge rib hoisting and supporting rack integral construction method and device |
| CN203188126U (en) * | 2013-04-18 | 2013-09-11 | 中国建筑土木建设有限公司路桥分公司 | Rail-type bridge floor concrete-paving material-distributing machine |
| CN204224995U (en) * | 2014-09-24 | 2015-03-25 | 中铁六局集团有限公司 | Fortune frame railway D beam one chassis |
| CN105735141A (en) * | 2016-05-05 | 2016-07-06 | 中铁上海工程局集团有限公司 | Gliding device with box beam side template and construction method thereof |
-
2017
- 2017-11-30 CN CN201711244049.1A patent/CN107893381A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1390732A (en) * | 2001-06-12 | 2003-01-15 | 毛勒·索尼公司 | Supporting system and support |
| CN2767494Y (en) * | 2004-11-29 | 2006-03-29 | 北京万桥兴业机械有限公司 | Conveying and erecting integrated bridge girder erection equipment |
| CN101177933A (en) * | 2007-11-28 | 2008-05-14 | 贵州省桥梁工程总公司 | Bridge rib hoisting and supporting rack integral construction method and device |
| CN203188126U (en) * | 2013-04-18 | 2013-09-11 | 中国建筑土木建设有限公司路桥分公司 | Rail-type bridge floor concrete-paving material-distributing machine |
| CN204224995U (en) * | 2014-09-24 | 2015-03-25 | 中铁六局集团有限公司 | Fortune frame railway D beam one chassis |
| CN105735141A (en) * | 2016-05-05 | 2016-07-06 | 中铁上海工程局集团有限公司 | Gliding device with box beam side template and construction method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 中铁大桥局二公司: ""集团公司效能监察检查组到平潭A9项目开展项目成本管理效能监察检查指导工作"，中铁大桥局二公司微信公众号，中铁大桥局二公司" * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056534A (en) * | 2018-07-19 | 2018-12-21 | 中铁大桥局第九工程有限公司 | A kind of movable type bored pile construction platform and method |
| CN109056534B (en) * | 2018-07-19 | 2021-07-20 | 中铁大桥局第九工程有限公司 | Movable cast-in-situ bored pile construction platform and method |
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Application publication date: 20180410 |
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| RJ01 | Rejection of invention patent application after publication |