CN201432672Y - Corrugated steel web transport flat car - Google Patents
Corrugated steel web transport flat car Download PDFInfo
- Publication number
- CN201432672Y CN201432672Y CN 200920308465 CN200920308465U CN201432672Y CN 201432672 Y CN201432672 Y CN 201432672Y CN 200920308465 CN200920308465 CN 200920308465 CN 200920308465 U CN200920308465 U CN 200920308465U CN 201432672 Y CN201432672 Y CN 201432672Y
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- China
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- support
- wavelike steel
- fixed
- flatcar
- movable
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- Expired - Lifetime
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Abstract
The utility model relates to a transport flat car, particularly relates to a flat car suitable for transporting corrugated steel web in corrugated steel web bridge construction and exactly relates toa corrugated steel web transport flat car. The flat car comprises a sunk cross beam, a fixed supporting side and a movable supporting side, and is characterized in that: both ends of the sunk cross beam are fixed with a flat car single-side running beam and are fixed by connecting plates; the fixed supporting side consists of a fixed vertical support and a fixed oblique support ladder, the lower end of the fixed vertical support is fixedly connected with the middle part of the sunk cross beam and the upper part of the fixed oblique support ladder is fixedly connected with the upper part of thefixed vertical support; and the movable supporting side consists of a movable vertical support, a movable oblique support, an oblique support hinge mount and a movable vertical support hinge mount, and the oblique support hinge mount and the movable vertical support hinge mount are fixedly connected with the sunk cross beam. The corrugated steel web transport flat car allows for convenient loading and unloading of corrugated steel webs and facilitates next step construction after transporting the corrugated steel webs in place.
Description
Technical field
The utility model relates to a kind of flatcar that transports, and particularly is applicable to the flat wagon device capable that Wavelike steel webplate transports in the Wavelike steel webplate bridge construction, is that a kind of Wavelike steel webplate transports flatcar exactly.
Background technology
At present, the construction of Wavelike steel webplate box girder bridge still belongs to the first time owing to stride directly greatly in China, do not have allied equipment, can not satisfy the demand of next step construction, transport the laggard row that puts in place and adjust owing to be subjected to the influence in space very inconvenient to the Wavelike steel webplate position and use other conveyers to transport.
Summary of the invention
The purpose of this utility model is: provide a kind of Wavelike steel webplate to transport flatcar, it is not only easy to loading and unloading and be convenient to transport next step construction after putting in place that this transports flatcar.
The technical scheme that its technical matters that solves the utility model adopts is: design a kind of Wavelike steel webplate and transport flatcar, it comprises sunk type crossbeam, fixed pedestal side, kinematic support side three parts, it is characterized in that: sunk type crossbeam two ends are fixed with the one-sided walking beam of flatcar respectively, and fix by connecting panel, the one-sided walking beam of flatcar is fixed with road wheel, and road wheel is placed on the track of bridge floor laying; The fixed pedestal side is fixing perpendicular support and fixing diagonal brace cat ladder, captives joint in the middle part of fixing perpendicular support lower end and the sunk type crossbeam; Fixedly captive joint with fixing perpendicular support top in diagonal brace cat ladder top, the bottom is connected with sunk type crossbeam one end with guarantee fixing erect to support firmly be convenient to operating personnel's operation of climbing simultaneously; The kinematic support side is movable perpendicular support, movable diagonal brace, diagonal brace free bearing, movable perpendicular support free bearing, diagonal brace free bearing and movable perpendicular support free bearing are captiveed joint with the sunk type crossbeam, movable perpendicular support is hinged with pin with movable perpendicular support free bearing, movable diagonal brace upper end and movable perpendicular support top pin joint, lower end and diagonal brace free bearing are hinged; Be connected with steel web support beam in the edge-on support outside the fixing perpendicular support lower end, steel web bearing beam is fixed on the gradient lowest part of Wavelike steel webplate above the sunk type crossbeam with a pad Wavelike steel webplate, is fixed with timber wedge between two Wavelike steel webplates.
Described connecting panel is divided into box girder bridge face horizontal wall inscription gradient low side first connecting panel and high-end second connecting panel of the box girder bridge gradient, and they are connected to increase flatcar whole firm with the one-sided walking beam of flatcar below respectively.
Described steel web support beam is connected in the outer edge-on support of fixing perpendicular support, can move up and down adjustment to support the Wavelike steel webplate of the different gradients in lower end along outer edge-on support after the loose bolts; The gradient lowest part that steel web bearing beam is fixed on Wavelike steel webplate above the sunk type crossbeam is with a pad Wavelike steel webplate, steel web support beam, all is provided with the hardwood piece above the steel web bearing beam with better twelve Earthly Branches pad Wavelike steel webplate, avoids steel-steel direct contact and slides.
Described timber wedge wedge after the Wavelike steel webplate lifting is finished is contained between two Wavelike steel webplates and prevents to rock to eliminate the gap.
The beneficial effects of the utility model are: this device transports customized design according to Wavelike steel webplate, owing to adopt the perpendicular support of rotatable activity, thus make the loading and unloading of steel web very convenient, and can once transport two Wavelike steel webplates simultaneously; Adopt the sunk type crossbeam, reduce steel web center of gravity; The steel web of adjustable steel web support beam to guarantee to be in vertical state when transporting and to satisfy the different gradients in various bases is set.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is: Wavelike steel webplate transports flatcar shipping situation front elevation.
Fig. 2 is: Wavelike steel webplate transports flatcar loading, unloading Wavelike steel webplate state front elevation.
Fig. 3 is: Wavelike steel webplate transports the flatcar planar view.
Fig. 4 is: A place enlarged drawing among Fig. 1.
Among the figure: 1, the one-sided walking beam of flatcar; 2, sunk type crossbeam; 3, movable diagonal brace; 4, movable perpendicular support; 5, fixing perpendicular support; 6, fixing diagonal brace cat ladder; 7, first connecting panel; 8, second connecting panel; 9, diagonal brace free bearing; 10, timber wedge; 11, steel web support beam; 12, steel web bearing beam; 13, movable perpendicular support free bearing; 14, Wavelike steel webplate.15, road wheel.
Specific implementation method
As Fig. 2 in conjunction with shown in Figure 4, the pin that is connected of dismounting activity diagonal brace 3 and diagonal brace free bearing 9 in lifting or unloading process, make movable perpendicular support 4 around the perpendicular free bearing 13 that supports of activity to inner rotary, thereby make installation, the convenient disassembly of Wavelike steel webplate.
As shown in Figure 3, respectively there are 2 road wheels 15 the one-sided walking beam of both sides flatcar 1 front and back.
As shown in Figure 4, steel web support beam 11 is installed in and passes through bolted connection in the outer edge-on support of fixing perpendicular support 5, can move up and down adjustment to support the Wavelike steel webplate 14 of lower end difference gradients along outer edge-on support after the loose bolts; Steel web bearing beam 12 is fixed by bolts to the gradient lowest part of Wavelike steel webplate 14 above the sunk type crossbeam 2 with a pad Wavelike steel webplate 14, guarantee steadily transporting of Wavelike steel webplate 14, steel web support beam 11, all be provided with the hardwood piece above the steel web bearing beam 12, avoid steel-steel direct contact and slide with better twelve Earthly Branches pad Wavelike steel webplate 14.
Embodiment 2, because box girder bridge face has certain transverse grade, one-sided walking beam both sides are not contour, and connecting panel is divided into box girder bridge gradient low side first connecting panel 7 and high-end second connecting panel 8 of the box girder bridge gradient is whole firm to increase flatcar with the one-sided walking beam of flatcar below bolt together respectively.Also can finish transporting of Wavelike steel webplate as uneasy load fishplate bar, but potential safety hazard appears in flatcar whole steadiness reduction easily.
Concrete working process: Wavelike steel webplate 14 transports flatcar arrives No. 0 piece section of bridge in the orbital motion of mating formation as required by tractive bridge floor place, the pin that is connected of dismounting activity diagonal brace 3 and diagonal brace free bearing 9 makes movable perpendicular support 4 around the perpendicular support of activity free bearing 13 to inner rotary as shown in Figure 2; Two Wavelike steel webplates 14 of tower crane lifting are on flatcar and guarantee installation direction and to transport next step demand direction of constructing of back that puts in place consistent; Adjusting steel web support beam 11 makes the steel web be in vertical laying state; The perpendicular support 4 of rotation activity reaches vertical state, the pin that is connected of installation activity diagonal brace 3 and diagonal brace free bearing 9; Adding timber wedge 10 between two Wavelike steel webplates 14 does not rock as shown in Figure 1 to guarantee the steel web; Winch tractive flatcar is 14 lifting positions along its orbital motion to Wavelike steel webplate; Remove timber wedge 10 and adopt said methods to dismantle, lift Wavelike steel webplate 14 as shown in Figure 2, again the pin that is connected of installation activity diagonal brace 3 and diagonal brace free bearing 9; Carry out next one circulation.
Claims (4)
1. a Wavelike steel webplate transports flatcar, it comprises sunk type crossbeam (2), fixed pedestal side, kinematic support side three parts, it is characterized in that: sunk type crossbeam (2) two ends are fixed with the one-sided walking beam of flatcar (1) respectively, and fix by connecting panel, the one-sided walking beam of flatcar (1) is fixed with road wheel (15), and road wheel (15) is placed on the track of bridge floor laying; The fixed pedestal side is fixing perpendicular support (5) and fixing diagonal brace cat ladder (6), captives joint in the middle part of fixing perpendicular support (5) lower end and the sunk type crossbeam (2); Fixedly captive joint with fixing perpendicular support (5) top in diagonal brace cat ladder (6) top, and the bottom is connected with sunk type crossbeam (2) one ends to guarantee that fixing erecting support (5) and firmly be convenient to operating personnel's operation of climbing simultaneously; The kinematic support side is movable perpendicular support (4), movable diagonal brace (3), diagonal brace free bearing (9), movable perpendicular support free bearing (13), diagonal brace free bearing (9) and movable perpendicular support free bearing (13) are captiveed joint with sunk type crossbeam (2), movable perpendicular support (4) is hinged with pin with movable perpendicular support free bearing (13), movable diagonal brace (3) upper end and movable perpendicular support (4) top pin joint, lower end and diagonal brace free bearing (9) are hinged; Be connected with steel web support beam (11) in the edge-on support outside fixing perpendicular support (5) lower end, steel web bearing beam (12) is fixed on the gradient lowest part of Wavelike steel webplate (14) above the sunk type crossbeam (2) with a pad Wavelike steel webplate (14), is fixed with timber wedge (10) between two Wavelike steel webplates (14).
2. a kind of Wavelike steel webplate according to claim 1 transports flatcar, it is characterized in that: described connecting panel is divided into box girder bridge gradient low side first connecting panel (7) and high-end second connecting panel of the box girder bridge gradient (8), and they are connected to increase flatcar whole firm respectively with the one-sided walking beam of flatcar (1) below.
3. a kind of Wavelike steel webplate according to claim 1 transports flatcar, it is characterized in that: described steel web support beam (11) is connected in the outer edge-on support of fixing perpendicular support (5), can move up and down adjustment to support the Wavelike steel webplate (14) of the different gradients in lower end along outer edge-on support after the loose bolts; Steel web bearing beam (12) is fixed on the gradient lowest part of Wavelike steel webplate (14) above the sunk type crossbeam (2) with a pad Wavelike steel webplate (14), steel web support beam (11), all be provided with the hardwood piece above the steel web bearing beam (12), avoid steel steel direct contact and slide with better twelve Earthly Branches pad Wavelike steel webplate (14).
4. a kind of Wavelike steel webplate according to claim 1 transports flatcar, it is characterized in that: described timber wedge (10) wedge after Wavelike steel webplate (14) lifting is finished is contained between two Wavelike steel webplates (14) and prevents to rock to eliminate the gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920308465 CN201432672Y (en) | 2009-08-20 | 2009-08-20 | Corrugated steel web transport flat car |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920308465 CN201432672Y (en) | 2009-08-20 | 2009-08-20 | Corrugated steel web transport flat car |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201432672Y true CN201432672Y (en) | 2010-03-31 |
Family
ID=42051486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920308465 Expired - Lifetime CN201432672Y (en) | 2009-08-20 | 2009-08-20 | Corrugated steel web transport flat car |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201432672Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012861A (en) * | 2016-07-11 | 2016-10-12 | 安徽省路港工程有限责任公司 | Mounting positioning device and construction method of corrugated steel web |
| CN107989650A (en) * | 2017-11-23 | 2018-05-04 | 中国煤炭科工集团太原研究院有限公司 | A kind of light section mine even adopts that apparatus components are convenient to be entered well device and to enter well method based on its completion |
-
2009
- 2009-08-20 CN CN 200920308465 patent/CN201432672Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012861A (en) * | 2016-07-11 | 2016-10-12 | 安徽省路港工程有限责任公司 | Mounting positioning device and construction method of corrugated steel web |
| CN107989650A (en) * | 2017-11-23 | 2018-05-04 | 中国煤炭科工集团太原研究院有限公司 | A kind of light section mine even adopts that apparatus components are convenient to be entered well device and to enter well method based on its completion |
| CN107989650B (en) * | 2017-11-23 | 2019-11-08 | 中国煤炭科工集团太原研究院有限公司 | A kind of light section mine even adopts that apparatus components are convenient to be entered well device and to enter well method based on what it was completed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100331 |
|
| CX01 | Expiry of patent term |