CN205928585U - Support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line - Google Patents
Support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line Download PDFInfo
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- CN205928585U CN205928585U CN201620930665.7U CN201620930665U CN205928585U CN 205928585 U CN205928585 U CN 205928585U CN 201620930665 U CN201620930665 U CN 201620930665U CN 205928585 U CN205928585 U CN 205928585U
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Abstract
The utility mode relates to a support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line has solved the current nonstandard section of track and has deposited that it wastes time and energy to exist influences the problem of efficiency of construction. Support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line, include along a plurality of precast beams body of frame bridge crane transport direction one side interval setting, the outside of the precast beam body all is provided with pre -buried T steel, the upside of pre -buried T steel is connected with vertical connecting plate, vertical connecting plate's upper end is provided with the horizontal member that lies in the external side of precast beam, be provided with the bearing diagonal pole with both bolted connection between the horizontal member outside and the pre -buried T steel downside, the horizontal member outside is provided with fixed car bumper, horizontal member inboard is provided with the upset car bumper. The utility model discloses can be with behind the nonstandard section of track lateral shifting, leave the roof beam body in outside, for a bridge crane provides normal operation space, labour saving and time saving when lightening intensity of labour, has improved the efficiency of construction in addition.
Description
Technical field
This utility model is related to railroad bridge paving frame storage bracket, and specially a kind of railway bridge erecting machine single line operation is with non-
The mark interim storage bracket of the section of track.
Background technology
Using sizing span more than domestic common railway bridge（32m, 24m etc.）Precast T-Beam, and railway standard rail length
For 25m, mismatch between the two, when carrying out tee girder erection using railway bridge erecting machine, often setting a roof beam in place and laying a railway track synchronously completes,
Therefore, in place in each Bridge Erector（In end of the bridge or beam-ends）When, all must be spliced using the short section of track of random length temporarily.
Either beam body or the section of track, is all to enter in abdomen through bridge formation drive end unit, then delivers to paving frame position by Bridge Erector large arm
When putting, but removing the nonstandard section of track of interim spreading, then need reverse operating, because bridge deck width is limited, take out from bridge formation drive end unit
And the opening beyond being transported to bridge scope backward deposits temporarily, wait use next time.
Therefore, often set up a hole beam, be required for laying and remove the once nonstandard section of track, with the increase of hole count of setting a roof beam in place, its
Haul distance is also increasing.With the continuous development of railway technology, long-span bridge gets more and more, during entirely setting a roof beam in place, only nonstandard
The section of track is laid, removes, has bad luck, is deposited, and will take the substantial amounts of activity duration, and work efficiency is low.
Content of the invention
This utility model affects efficiency of construction to solve the problems, such as that the existing nonstandard section of track is deposited presence and wasted time and energy, and provides
A kind of railway bridge erecting machine single line operation interim storage bracket of the nonstandard section of track.
This utility model adopts the following technical scheme that realization：Railway bridge erecting machine single line operation is deposited with the nonstandard section of track temporarily
Put support, including along the spaced some prefabricated beam body in Bridge Erector transporting direction side, the outside of prefabricated beam body is provided with
Pre-buried T steel, the upside of pre-buried T steel is connected with vertical connecting plate, and the upper end of vertical connecting plate is provided with positioned at prefabricated beam body
The horizontal bars in outside, outside horizontal bars and on the downside of pre-buried T steel between be provided with and both bolted inclined support bars,
It is provided with fixing car bumper outside horizontal bars, inside horizontal bars, be provided with upset car bumper.
When carrying out the nonstandard section of track and depositing, the nonstandard section of track is transported at storage bracket nearby, now upset car bumper is in
Horizontality, the nonstandard section of track is transported in horizontal bars, subsequently will overturn car bumper and overturn to vertical state, and realize the nonstandard section of track
Spacing, it is the normal work vacating space of Bridge Erector, overcoming the existing nonstandard section of track and depositing presence and waste time and energy affects construction effect
The problem of rate.
Horizontal bars are made up of channel-section steel, and upset car bumper includes being opened in the turning groove of horizontal bars upper surface, turning groove
Inside it is provided with returning face plate, returning face plate is provided with the T-shaped horizontal rotating shaft passing horizontal bars, T-shaped horizontal rotating shaft is cased with being close to
The compression spring of horizontal bars, returning face plate side is provided with positive stop lug boss, and the opposite side of returning face plate is provided with handle, horizontal bars
It is provided with the side adjacent with positive stop lug boss and the returning face plate spacing concave station that horizontally and vertically direction coordinates.
When returning face plate needs rotation to vertical state, pulling handle makes positive stop lug boss depart from Horizontal limiting concave station, rotation
Turn returning face plate to its positive stop lug boss and vertically spacing concave station cooperation, release handle, in the presence of compression spring, realize swivel plate
Locking；Reverse operating realizes the horizontality rotation of returning face plate.
This utility model reasonable in design is reliable, can leave in after nonstandard section of track transverse shifting outside beam body, be frame
Bridge machine provides normal working space, and time saving and energy saving, while reducing labor intensity, improves efficiency of construction, has knot
Structure be simple and convenient to operate and low cost advantage.
Brief description
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation overturning car bumper in Fig. 1.
In figure：The prefabricated beam body of 1-, the pre-buried T steel of 2-, the vertical connecting plate of 3-, 4- horizontal bars, 5- inclined support bar, 6- fixes
Car bumper, 7- overturns car bumper, 8- returning face plate, 9-T shape horizontal rotating shaft, 10- compression spring, 11- positive stop lug boss, 12- handle, and 13- limits
Position concave station.
Specific embodiment
The railway bridge erecting machine single line operation interim storage bracket of the nonstandard section of track, including along Bridge Erector transporting direction side interval
The some prefabricated beam body 1 of setting, the outside of prefabricated beam body 1 is provided with pre-buried T steel 2, and the upside of pre-buried T steel 2 is connected with
Vertical connecting plate 3, the upper end of vertical connecting plate 3 is provided with the horizontal bars 4 positioned at prefabricated beam body 1 outside, outside horizontal bars 4
It is provided with and both bolted inclined support bars 5 and pre-buried T steel 2 downside between, outside horizontal bars 4, be provided with fixing car
Gear 6, is provided with upset car bumper 7 inside horizontal bars 4.
Horizontal bars 4 are made up of channel-section steel, and upset car bumper 7 includes being opened in the turning groove of horizontal bars 4 upper surface, upset
It is provided with returning face plate 8 in groove, returning face plate 8 is provided with the T-shaped horizontal rotating shaft 9 passing horizontal bars 4, T-shaped horizontal rotating shaft 9 covers
There is the compression spring 10 being close to horizontal bars 4, returning face plate 8 side is provided with positive stop lug boss 11, and the opposite side of returning face plate 8 is provided with
Handle 12, horizontal bars 4 side adjacent with positive stop lug boss 11 is provided with and returning face plate 8 limit that horizontally and vertically direction coordinates
Position concave station 13.
In specific implementation process, the quantity of the horizontal bars 4 in each storage bracket is two, and all has channel-section steel to make
's.
Claims (2)
1. a kind of railway bridge erecting machine single line operation with the interim storage bracket of the nonstandard section of track it is characterised in that：Including along Bridge Erector fortune
The spaced some prefabricated beam body in defeated direction side（1）, prefabricated beam body（1）Outside be provided with pre-buried T steel（2）, in advance
Bury T steel（2）Upside be connected with vertical connecting plate（3）, vertical connecting plate（3）Upper end be provided with positioned at prefabricated beam body（1）
The horizontal bars in outside（4）, horizontal bars（4）Outside and pre-buried T steel（2）It is provided with bolted with both between downside
Inclined support bar（5）, horizontal bars（4）Outside is provided with fixing car bumper（6）, horizontal bars（4）Inner side is provided with upset car bumper
（7）.
2. railway bridge erecting machine single line operation according to claim 1 with the interim storage bracket of the nonstandard section of track it is characterised in that：
Horizontal bars（4）It is made up of channel-section steel, overturn car bumper（7）Including being opened in horizontal bars（4）The turning groove of upper surface, turning groove
Inside it is provided with returning face plate（8）, returning face plate（8）On be provided with and pass horizontal bars（4）T-shaped horizontal rotating shaft（9）, T-shaped level turns
Axle（9）On be cased with being close to horizontal bars（4）Compression spring（10）, returning face plate（8）Side is provided with positive stop lug boss（11）, upset
Plate（8）Opposite side be provided with handle（12）, horizontal bars（4）With positive stop lug boss（11）It is provided with adjacent side and overturn
Plate（8）The horizontally and vertically spacing concave station of direction cooperation（13）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620930665.7U CN205928585U (en) | 2016-08-24 | 2016-08-24 | Support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620930665.7U CN205928585U (en) | 2016-08-24 | 2016-08-24 | Support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205928585U true CN205928585U (en) | 2017-02-08 |
Family
ID=57951443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620930665.7U Active CN205928585U (en) | 2016-08-24 | 2016-08-24 | Support is deposited with nonstandard section of track temporarily to operation of railway frame bridge crane single line |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205928585U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110116867A (en) * | 2019-03-27 | 2019-08-13 | 中国建筑第四工程局有限公司 | A kind of transporting precast beams damping device |
-
2016
- 2016-08-24 CN CN201620930665.7U patent/CN205928585U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110116867A (en) * | 2019-03-27 | 2019-08-13 | 中国建筑第四工程局有限公司 | A kind of transporting precast beams damping device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |