CN206231400U - 60 meters of gapless lines transport loading reinforcing device - Google Patents
60 meters of gapless lines transport loading reinforcing device Download PDFInfo
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- CN206231400U CN206231400U CN201621113497.9U CN201621113497U CN206231400U CN 206231400 U CN206231400 U CN 206231400U CN 201621113497 U CN201621113497 U CN 201621113497U CN 206231400 U CN206231400 U CN 206231400U
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- 238000011068 loading method Methods 0.000 title claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a kind of 60 meters of gapless lines transport loading reinforcing device, it includes：The first, second, third and fourth flatcar being sequentially connected in series；Eight mountings；Each mounting includes that bottom girder, square column, cylinder, upper strata are fixedly connected at the top of the two ends of bottom girder every beam, lower floor every beam, middle level every beam, water steadying fixed pole, contiguous block and skewed horizontal load bar, square column and cylinder；Two mountings are installed on each flatcar, a locked instrument is respectively mounted on the mounting on the second flatcar and the 3rd flatcar.When using, four layers of 60 meters of gapless lines point are straddled on eight mountings, four layers of rail be located at respectively bottom girder, the upper, middle and lower every on beam, every layer of rail is locked by a locked instrument.The utility model simple structure, convenient handling gapless line, and rail useful load can be improved.
Description
Technical field
The utility model is related to a kind of 60 meters of gapless lines transport loading reinforcing device.
Background technology
Each steel mill of current China is to more than 20, whole world countries and regions outlet rail, China's rail export volume in 2013
It is 29.97 ten thousand t, reaches 50.97 ten thousand t within 2014, with the raising of China's Rail Production quality, rail export volume also goes up year by year
Rise, the rail of outlet was mainly 12.5m and 25m gapless lines in the past, and 60m is proposed successively from each Rail Production factory of China in 2014
Railway common flat car transportation demand of the gapless line from steel mill to harbour, and 60m gapless lines there is no railway common flat car traffic program,
The railway transportation problems demand of 60m gapless lines is solved, and this has important practical significance to China 60m gapless line going global.
" 75 meters of gapless lines transport loading reinforcing device " entitled disclosed in existing Chinese patent CN202987170U
Utility model patent technology, it is using five pallet loadings point, three layers of loading, and the quantity for loading rail is few.
Utility model content
The purpose of this utility model is to provide a kind of simple structure, and convenient handling gapless line, rail useful load is larger
60 meters of gapless lines transport loading reinforcing device.
To achieve the above object, the utility model is adopted the following technical scheme that：
60 meters of gapless lines transport loading reinforcing device, it is characterised in that it includes：The first flatcar, second being sequentially connected in series
Flatcar, the 3rd flatcar and the 4th flatcar；Eight mountings, each described mounting includes：Bottom girder, square column, cylinder, into upper strata, in
Layer and the distribution of three layers of lower floor every beam, water steadying fixed pole, contiguous block and skewed horizontal load bar, square column and cylinder are fixedly connected on bottom
The two ends top of beam, two end side surfaces of the bottom girder are respectively fixedly connected with one perpendicular to plane where the bottom girder and cylinder
The top of the water steadying fixed pole, the square column and cylinder is connected to a contiguous block for protruding outward, the side
Skewed horizontal load bar described in one is respectively welded between the outer end of the contiguous block at shape capital end and the water steadying fixed pole below；
Oblique branch described in one is respectively welded between the outer end of the contiguous block of the cylindrical tip and the water steadying fixed pole below
Strut；The water steadying fixed pole is provided with plate straight down；First mounting is placed in from the first flatcar front end number
At three pillar grooves, the plate being connected on first mounting is inserted in the 3rd pillar groove；Second mounting be placed in from
First flatcar rear end number plays second and third branch interglyphe, and the plate being connected on second mounting inserts the second pillar groove
It is interior；3rd mounting is placed in second and third branch interglyphe from the second flatcar front end number, is connected on the 3rd mounting
Plate is inserted in the second pillar groove；4th mounting is placed in second and third branch interglyphe from the second flatcar rear end number, connection
Plate on brown 4th mounting insert in the second pillar groove；5th mounting is placed in from the 3rd flatcar front end number
Second and third branch interglyphe, the plate being connected on the 5th mounting is inserted in the second pillar groove；6th mounting is put
In second and third branch interglyphe from the 3rd flatcar rear end number, the plate being connected on the 6th mounting inserts this second
In post groove；7th mounting is placed in second and third branch interglyphe from the 4th ordinary building end number, is connected to the 7th mounting
On plate insert in the second pillar groove；8th mounting is placed in from the 4th flatcar rear end number at the 3rd pillar groove, even
The plate being connected on the 8th mounting is inserted in the 3rd pillar groove；On two mountings and the 3rd flatcar on second flatcar
Two mountings on be separately installed with a locked instrument, the upper strata of each mounting every beam, middle level every beam and lower floor every beam respectively by
One is locked every beam bolt.
The horizontal center line of rail couples the distance between center line with the hitch of the second flatcar and the 3rd flatcar and is not more than
100mm。
Described one end every beam has a cylinder, is rotationally sheathed on cylinder by cylinder every beam, on cylinder
The bearing pin of limitation cylinder lower end position is provided with, horizontal support block of the support every the free end of beam is provided with the inside of square column.
First flatcar, the second flatcar, the 3rd flatcar and the 4th flatcar are all 15.4m timber floor flatcars long.
The plate of the mounting is connected fastening by bolt, nut and backing plate with pillar groove.
The beneficial effect of technical scheme that the utility model is provided is：
60 meters of gapless line transport loading reinforcing devices of the utility model, four layers of rail, structure are carried using four flat wagon devices
Simply, handling gapless line is convenient, takes full advantage of the bearing capacity of vehicle, and three layers are divided using five flatcars with of the prior art
The scheme for loading rail is few compared to flatcar quantity used, and rail useful load is big, and the efficiency of loading and unloading is high, can save 60 meters of gapless lines fortune
Defeated expense, is conducive to lifting Railway Market competitiveness and international image.
Brief description of the drawings
Fig. 1 is 60 meters of gapless line transport loading reinforcing device structural representations of the utility model；
Fig. 2 is mounting main structure diagram in the utility model.
Reference：1 --- the first flatcar；2 --- the second flatcar；3 --- the 3rd flatcar；4 --- the 4th flatcar；
5 --- mounting；6 --- bottom girder；7 --- square column；8 --- cylinder；9 --- every beam；10 --- plate；11 --- rail；
12 --- every beam bolt；13 --- cylinder；14 --- bearing pin；15 --- horizontal support block；16 --- water steadying fixed pole；17——
Contiguous block；18 --- skewed horizontal load bar；19 --- bolt；20 --- nut；21 --- backing plate.
Specific embodiment
It is new to this practicality below in conjunction with accompanying drawing to make the purpose of this utility model, technical scheme and advantage clearer
Type implementation method is described in further detail.
As shown in Figure 1 and Figure 2,60 meters of gapless line transport loading reinforcing devices of the utility model, it includes：It is sequentially connected in series
First flatcar 1, the second flatcar 2, the 3rd flatcar 3 and the 4th flatcar 4；Eight mountings 5, each described mounting 5 includes：Bottom girder 6, side
Shape post 7, cylinder 8, into the distribution of three layers of the upper, middle and lower every beam 9, water steadying fixed pole 16, contiguous block 17 and skewed horizontal load
Bar 18, square column 7 and cylinder 8 are fixedly connected on the two ends top of bottom girder 6, and two end side surfaces of the bottom girder have been respectively fixedly connected with
One perpendicular to plane where the bottom girder and cylinder the water steadying fixed pole 16, the top difference of the square column 7 and cylinder 8
It is connected with a contiguous block 17 for protruding outward, the contiguous block 17 on the top of the square column 7 and the water steadying below
Be respectively welded skewed horizontal load bar 18 described between the outer end of fixed pole 16, the contiguous block 17 on the top of the cylinder 8 with below
The water steadying fixed pole 16 outer end between be respectively welded skewed horizontal load bar 18 described in, set in the water steadying fixed pole 16
There is plate 10 straight down；First mounting 5 is placed in from the front end number of the first flatcar 1 at the 3rd pillar groove, is connected to institute
The plate 10 stated on first mounting is inserted in the 3rd pillar groove；Second mounting 5 is placed in from the rear end number of the first flatcar 1
Second and third branch interglyphe, is connected to the plate 10 on second mounting 5 and inserts in the second pillar groove；3rd mounting 5
Second and third branch interglyphe from the front end number of the second flatcar 2 is placed in, the insertion of plate 10 connected on the 3rd mounting 5 should
In second pillar groove；4th mounting 5 is placed in second and third branch interglyphe from the rear end number of the second flatcar 2, is connected to described
Four plates of mounting 10 are inserted in the second pillar groove；5th mounting 5 be placed in second from the front end number of the 3rd flatcar 3,
Three interglyphes, are connected to the plate 10 on the 5th mounting and insert in the second pillar groove；6th mounting 5 is placed in
Second and third branch interglyphe from the rear end number of the 3rd flatcar 3, be connected on the 6th mounting 5 plate 10 insertion this second
In pillar groove；7th mounting 5 is placed in second and third branch interglyphe from the front end number of the 4th flatcar 4, is connected to described 7th
Plate 10 on mounting 5 is inserted in the second pillar groove；8th mounting 5 is placed in the 3rd from the rear end number of the 4th flatcar 4
At post groove, it is connected to the plate 10 on the 8th mounting 5 and inserts in the 3rd pillar groove；When using, 60 meters of gapless lines 11
Divide four layers to straddle on eight mountings 5, four layers of rail 11 are respectively positioned at bottom girder 6, the upper, middle and lower every on beam 9；Second
A locked instrument (routine techniques) is separately installed with two mountings 5 on two mountings 5 and the 3rd flatcar 3 on flatcar 2 will
Four layers of rail 13 are locked respectively, the upper, middle and lower of each mounting 5 it is (conventional every beam bolt 12 by one respectively every beam 9
Technology) locked.
The horizontal center line of rail 11 couples the distance between center line with the hitch of the second flatcar 2 and the 3rd flatcar 3 and is not more than
100mm。
Described one end every beam 9 has a cylinder 13, is rotationally sheathed on cylinder 8 by cylinder 13 every beam 9,
Cylinder 8 is provided with the bearing pin 14 of the limitation lower end position of cylinder 13, and the inner side of square column 7 is provided with support every the free end of beam 9
Horizontal support block 15.
First flatcar 1, the second flatcar 2, the 3rd flatcar 3 and the 4th flatcar 4 are all 15.4m timber floor flatcars long.
The plate 10 of the mounting is connected fastening by bolt 19, nut 20 and backing plate 21 with pillar groove.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all in this practicality
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model
Within the scope of shield.
Claims (5)
1.60 meters of gapless lines transport loading reinforcing device, it is characterised in that it includes：It is the first flatcar for being sequentially connected in series, second flat
Car, the 3rd flatcar and the 4th flatcar；Eight mountings, each described mounting includes：Bottom girder, square column, cylinder, into upper strata, middle level
With three layers of lower floor distribution every beam, water steadying fixed pole, contiguous block and skewed horizontal load bar, square column and cylinder are fixedly connected on bottom girder
Two ends top, two end side surfaces of the bottom girder be respectively fixedly connected with one perpendicular to plane where the bottom girder and cylinder institute
State water steadying fixed pole, the top of the square column and cylinder is connected to a contiguous block for protruding outward, described square
Skewed horizontal load bar described in one, institute are respectively welded between the outer end of the contiguous block at capital end and the water steadying fixed pole below
State and be respectively welded skewed horizontal load described between the contiguous block of cylindrical tip and the outer end of the water steadying fixed pole below
Bar, the water steadying fixed pole is provided with plate straight down；First mounting is placed in the 3rd from the first flatcar front end number
At pillar groove, the plate being connected on first mounting is inserted in the 3rd pillar groove；Second mounting is placed in from
One flatcar rear end number plays second and third branch interglyphe, and the plate being connected on second mounting is inserted in the second pillar groove；
3rd mounting is placed in second and third branch interglyphe from the second flatcar front end number, is connected to inserting on the 3rd mounting
Plate is inserted in the second pillar groove；4th mounting is placed in second and third branch interglyphe from the second flatcar rear end number, is connected to
Plate on 4th mounting is inserted in the second pillar groove；5th mounting is placed in from the 3rd flatcar front end number
2nd, three interglyphes, the plate being connected on the 5th mounting is inserted in the second pillar groove；6th mounting is placed in
Second and third branch interglyphe from the 3rd flatcar rear end number, the plate being connected on the 6th mounting inserts second pillar
In groove；7th mounting is placed in second and third branch interglyphe from the 4th ordinary building end number, is connected on the 7th mounting
Plate insert in the second pillar groove；8th mounting is placed in from the 4th flatcar rear end number at the 3rd pillar groove, connection
Plate on the 8th mounting is inserted in the 3rd pillar groove；On two mountings and the 3rd flatcar on second flatcar
Be separately installed with a locked instrument on two mountings, the upper strata of each mounting every beam, middle level every beam and lower floor every beam respectively by one
Locked every beam bolt.
2. 60 meters of gapless lines according to claim 1 transport loading reinforcing device, it is characterised in that the horizontal center line of rail with
The distance between hitch connection center line of second flatcar and the 3rd flatcar is not more than 100mm.
3. 60 meters of gapless lines according to claim 1 and 2 transport loading reinforcing device, it is characterised in that described every beam
One end has a cylinder, is rotationally sheathed on cylinder by cylinder every beam, and cylinder is provided with limitation cylinder lower end
The bearing pin of position, is provided with horizontal support block of the support every the free end of beam on the inside of square column.
4. 60 meters of gapless lines according to claim 3 transport loading reinforcing device, it is characterised in that first flatcar,
Second flatcar, the 3rd flatcar and the 4th flatcar are all 15.4m timber floor flatcars long.
5. 60 meters of gapless lines according to claim 3 transport loading reinforcing device, it is characterised in that the plate of the mounting
Fastening is connected with pillar groove by bolt, nut and backing plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621113497.9U CN206231400U (en) | 2016-10-11 | 2016-10-11 | 60 meters of gapless lines transport loading reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621113497.9U CN206231400U (en) | 2016-10-11 | 2016-10-11 | 60 meters of gapless lines transport loading reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206231400U true CN206231400U (en) | 2017-06-09 |
Family
ID=58982097
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621113497.9U Active CN206231400U (en) | 2016-10-11 | 2016-10-11 | 60 meters of gapless lines transport loading reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206231400U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924246A (en) * | 2019-12-02 | 2020-03-27 | 中车沈阳机车车辆有限公司 | Rail transport vehicle set and operation method thereof |
| WO2022048001A1 (en) * | 2020-09-07 | 2022-03-10 | 中国铁道科学研究院集团有限公司 | Loading and reinforcing device and scheme for transporting 50-meter-long rail by meter-gauge railway |
-
2016
- 2016-10-11 CN CN201621113497.9U patent/CN206231400U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924246A (en) * | 2019-12-02 | 2020-03-27 | 中车沈阳机车车辆有限公司 | Rail transport vehicle set and operation method thereof |
| WO2022048001A1 (en) * | 2020-09-07 | 2022-03-10 | 中国铁道科学研究院集团有限公司 | Loading and reinforcing device and scheme for transporting 50-meter-long rail by meter-gauge railway |
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