CN101974883A - Bridge dragging slideway device - Google Patents
Bridge dragging slideway device Download PDFInfo
- Publication number
- CN101974883A CN101974883A CN 201010506799 CN201010506799A CN101974883A CN 101974883 A CN101974883 A CN 101974883A CN 201010506799 CN201010506799 CN 201010506799 CN 201010506799 A CN201010506799 A CN 201010506799A CN 101974883 A CN101974883 A CN 101974883A
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- China
- Prior art keywords
- steel plate
- bridge
- chute
- embedded steel
- city
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- 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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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 238000005260 corrosion Methods 0.000 claims description 10
- 230000007797 corrosion Effects 0.000 claims description 10
- 230000000916 dilatatory effect Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 238000013508 migration Methods 0.000 abstract description 2
- 230000005012 migration Effects 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 abstract 2
- 229910001220 stainless steel Inorganic materials 0.000 abstract 2
- 239000010935 stainless steel Substances 0.000 abstract 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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Abstract
The invention relates to a bridge dragging slideway device. The bridge dragging slideway device is characterized by comprising a steel plate protecting boot, a stainless steel plate and a tetrafluoride plate, an embedded steel plate chute, anchoring rebars and a bearing platform, wherein the groove of the bearing platform is internally and fixedly connected with the embedded steel plate chute; the anchoring rebars are arranged in the bearing platform at equal intervals and connected with the side wall of the embedded steel plate chute; the embedded steel plate chute is provided with the tetrafluoride plate; and the steel plate protecting boot is fixedly connected with the stainless steel plate. The device can ensure that bridge construction is carried out on the premise of non-interruption of city arterial street traffic and railway train operation and non migration of city pipe network infrastructure, and has obvious effect in the aspects of solution of city bridge reconstruction and mutual influence of city traffic and railway operation, a traditional frame bridge jacking method is innovated into a door type rigid frame dragging construction method, the influence of engineering on periphery traffic is properly solved, and significant economic results in society are achieved.
Description
Technical field
The invention belongs to the runner device field, relates to a kind of dilatory runner device of bridge that is applied in the bridge construction particularly.
Background technology:
Along with demands of social development, the building of many mature cities can not satisfy the needs of modern society, as the railway bridge in the city, of a specified duration because of building the age, the aperture is little, more and more can not satisfy demands of social development, and along with the raising of people's living standard, vehicle is more and more, congested in traffic, also need newly-built a lot of overpass bridge, however the building of the maintenance of railway bridge or enlarging construction and new bridge, and traditional method is a frame structure bridge jacking, need be with the traffic major trunk roads sealing in city and the interruption of railway operation, traffic is caused very big influence, and the underground various pipe networks in city gather, also need migration, the influence that people's life is caused is very big, because these problems that exist cause very big pressure to bridge construction, thereby have fettered Traffic Development.
Summary of the invention:
In order to overcome the above problems, the purpose of the invention provides and is a kind ofly guaranteeing the major urban arterial highway traffic and railways train operation does not interrupt, can carry out the dilatory runner device of bridge of bridge construction under the nonmigratory prerequisite of urban pipe network infrastructure.
To achieve these goals, the technical scheme of the invention employing is: bridge is drawn runner device, it is characterized in that: protect boots, corrosion resistant plate, tetrafluoro plate, pre-embedded steel slab chute, anchor bar and cushion cap by steel plate and form; The equidistant anchor bar that is provided with in both sides of pre-embedded steel slab chute in the fixedly connected pre-embedded steel slab chute in the groove of cushion cap, cushion cap, anchor bar is fixedlyed connected with the sidewall of pre-embedded steel slab chute, and the pre-embedded steel slab chute is provided with the tetrafluoro plate; Steel plate protects boots fixedlys connected with corrosion resistant plate.
The thickness of described corrosion resistant plate is 0.8～1.2mm, and the thickness of described tetrafluoro plate is 4.8～5.2mm.
Be provided with anchor bar every 0.5 meter in the cushion cap.
The beneficial effect of the invention is:
1, the time of producing once lacks, easy construction, and features simple structure is easy to install;
2, take up room for a short time, do not need close traffic major trunk roads and railway operation to interrupt, thereby do not influence urban traffic, make the both sides road;
3, do not need to move Urban Buried Pipeline Network, dropped to the influence of City Buried Pipeline minimum;
4, the mobile concrete member of assurance is walked in runner device, reduces potential safety hazard, reduces construction cost.
The invention, can guarantee not interrupt in major urban arterial highway traffic and railways train operation, carry out bridge construction under the nonmigratory prerequisite of infrastructure under the bridge, traditional frame structure bridge jacking innovation is the dilatory method construction of the firm structure of gate-type, solve Urban Bridge reconstruction construction and urban traffic and railway operation influence each other aspect effect obvious, urban road and railway transportation are not all interrupted in the work progress, bridge body construction safety not only, also properly settled the influence of engineering to peripheral traffic, Urban Buried Pipeline Network is without moving, significantly reduced investment cost, advanced technology has the significant social economic benefit.
Description of drawings
Fig. 1 is the structural representation of the invention
The specific embodiment
As shown in Figure 1, the dilatory runner device of bridge: protect boots (1), corrosion resistant plate (2), tetrafluoro plate (3), pre-embedded steel slab chute (4), anchor bar (5) and cushion cap (6) by steel plate and form.
Fixedly connected pre-embedded steel slab chute (4) in the groove of cushion cap (6), the equidistant anchor bar (5) (present embodiment is selected to be provided with anchor bar (5) every 0.5 meter) that is provided with in the both sides of the interior pre-embedded steel slab chute of cushion cap (6) (4), anchor bar (5) is fixedlyed connected with the sidewall of pre-embedded steel slab chute (4), and pre-embedded steel slab chute (4) is provided with tetrafluoro plate (3); Steel plate protects boots (1) fixedlys connected with corrosion resistant plate (2).
The thickness of corrosion resistant plate (2) is 0.8～1.2mm, and the thickness of tetrafluoro plate (3) is 4.8～5.2mm.
During construction, earlier on carrying out the position of bridge construction, needs make cushion cap, when prefabricated, and with the both sides of the pre-embedded steel slab chute anchor bar of burn-oning, half meter one, fix with cushion cap then, guarantee that the pre-embedded steel slab chute is unlikely to mobile when top concrete member is dilatory; Steel plate protects boots and be embedded in the member bottom when top concrete member (7) is prefabricated, fixes with anchor bar too, guarantees that it does not move.Like this, at first the concrete member of bridge does not influence the local earlier prefabricated of traffic at other, passes through the pre-embedded steel slab chute on the cushion cap then, and the slip between corrosion resistant plate and tetrafluoro plate is dragged to assigned address with top concrete member and fixes.
Claims (3)
1. the dilatory runner device of bridge is characterized in that: protect boots (1), corrosion resistant plate (2), tetrafluoro plate (3), pre-embedded steel slab chute (4), anchor bar (5) and cushion cap (6) by steel plate and form; Fixedly connected pre-embedded steel slab chute (4) in the groove of cushion cap (6), the equidistant anchor bar (5) that is provided with in the both sides of the interior pre-embedded steel slab chute of cushion cap (6) (4), anchor bar (5) is fixedlyed connected with the sidewall of pre-embedded steel slab chute (4), and pre-embedded steel slab chute (4) is provided with tetrafluoro plate (3); Steel plate protects boots (1) fixedlys connected with corrosion resistant plate (2).
2. according to the dilatory runner device of the described bridge of claim 1, it is characterized in that: the thickness of described corrosion resistant plate (2) is 0.8～1.2mm, and the thickness of described tetrafluoro plate (3) is 4.8～5.2mm.
3. according to claim 1 or the dilatory runner device of 2 described bridges, it is characterized in that: be provided with anchor bar (5) every 0.5 meter in the cushion cap (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105067993A CN101974883B (en) | 2010-10-14 | 2010-10-14 | Bridge dragging slideway device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105067993A CN101974883B (en) | 2010-10-14 | 2010-10-14 | Bridge dragging slideway device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101974883A true CN101974883A (en) | 2011-02-16 |
| CN101974883B CN101974883B (en) | 2012-02-01 |
Family
ID=43574786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105067993A Expired - Fee Related CN101974883B (en) | 2010-10-14 | 2010-10-14 | Bridge dragging slideway device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101974883B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239512A (en) * | 2015-10-14 | 2016-01-13 | 天津城建大学 | Temporary rolling bearing applicable to incremental launching method construction |
| CN110439569A (en) * | 2019-08-06 | 2019-11-12 | 中建一局集团建设发展有限公司 | A kind of slideway system and its construction method for frame jacking |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0134823A1 (en) * | 1983-08-11 | 1985-03-27 | HARRIES + KINKEL Ingenieurgesellschaft mbH | Apparatus for the section-by-section construction of a prestressed concrete superstructure of a bridge |
| JP2005113579A (en) * | 2003-10-09 | 2005-04-28 | Taisei Corp | Movable form support |
| CN201058968Y (en) * | 2007-06-26 | 2008-05-14 | 中铁一局集团有限公司新运工程公司 | Electric track type sliding beam apparatus for erection of railway bridge |
| CN101200881A (en) * | 2007-12-19 | 2008-06-18 | 中铁十八局集团有限公司 | Girder-exchange construction method for existing railway bridge by successively incremeantal launching framework process |
| CN101408021A (en) * | 2008-11-18 | 2009-04-15 | 中铁大桥局集团第二工程有限公司 | Mobile bracket, formwork integral system and method for constructing continuous beam |
| CN101761032A (en) * | 2009-12-31 | 2010-06-30 | 上海海珀联动力技术有限公司 | Jack-in erection equipment for bridge |
| CN201826260U (en) * | 2010-10-14 | 2011-05-11 | 中铁九局集团有限公司 | Bridge drag chute device |
-
2010
- 2010-10-14 CN CN2010105067993A patent/CN101974883B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0134823A1 (en) * | 1983-08-11 | 1985-03-27 | HARRIES + KINKEL Ingenieurgesellschaft mbH | Apparatus for the section-by-section construction of a prestressed concrete superstructure of a bridge |
| JP2005113579A (en) * | 2003-10-09 | 2005-04-28 | Taisei Corp | Movable form support |
| CN201058968Y (en) * | 2007-06-26 | 2008-05-14 | 中铁一局集团有限公司新运工程公司 | Electric track type sliding beam apparatus for erection of railway bridge |
| CN101200881A (en) * | 2007-12-19 | 2008-06-18 | 中铁十八局集团有限公司 | Girder-exchange construction method for existing railway bridge by successively incremeantal launching framework process |
| CN101408021A (en) * | 2008-11-18 | 2009-04-15 | 中铁大桥局集团第二工程有限公司 | Mobile bracket, formwork integral system and method for constructing continuous beam |
| CN101761032A (en) * | 2009-12-31 | 2010-06-30 | 上海海珀联动力技术有限公司 | Jack-in erection equipment for bridge |
| CN201826260U (en) * | 2010-10-14 | 2011-05-11 | 中铁九局集团有限公司 | Bridge drag chute device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239512A (en) * | 2015-10-14 | 2016-01-13 | 天津城建大学 | Temporary rolling bearing applicable to incremental launching method construction |
| CN110439569A (en) * | 2019-08-06 | 2019-11-12 | 中建一局集团建设发展有限公司 | A kind of slideway system and its construction method for frame jacking |
| CN110439569B (en) * | 2019-08-06 | 2024-06-14 | 中建一局集团建设发展有限公司 | Slideway system for jacking frame and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101974883B (en) | 2012-02-01 |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120201 |