CN205502655U - Stability of basis when wasing train is improved integrated configuration body - Google Patents
Stability of basis when wasing train is improved integrated configuration body Download PDFInfo
- Publication number
- CN205502655U CN205502655U CN201620203457.7U CN201620203457U CN205502655U CN 205502655 U CN205502655 U CN 205502655U CN 201620203457 U CN201620203457 U CN 201620203457U CN 205502655 U CN205502655 U CN 205502655U
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- China
- Prior art keywords
- horizontal girder
- steel
- girder steel
- train
- concrete
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Abstract
Firm, the perishable problem of ground during to current washing train, the utility model provides a stability of basis when wasing train is improved integrated configuration body. Stability makes up, including left concrete colonnade, right concrete colonnade and rail, left horizontal girder steel group, right horizontal girder steel group, a left side horizontal girder steel group, right horizontal girder steel component do not comprise end to end's horizontal girder steel, be equipped with left horizontal girder steel group at the top of left concrete colonnade, the top of organizing at the horizontal girder steel in a left side is equipped with a rail, be equipped with right horizontal girder steel group at the top of right concrete colonnade, be equipped with 1 rail of another root at the top that the horizontal girder steel in the right side was organized, profitable technological effect: the utility model discloses the simple safety of stable in structure, easy to maintain, convenient to use has improved the abluent efficiency of train simultaneously, reduces safe risk scheduling problem.
Description
Technical field
This utility model belongs to railroad maintenance equipment technology field, is specifically related to improve basis when cleaning train steady
Combinative structure body qualitatively.
Background technology
Along with the fast development of urban track traffic, a large amount of trains need periodically to carry out maintenance washes.To row
During the cleaning maintenance of car, train stand should facilitate operation and the cleaning of staff, train simultaneously
The structure of stand should be simple, firm, it is simple to installs, change.
Current common method is: uses armored concrete prefabricated crossbeam to be arranged on concrete column, then exists
The rail of train driving is installed on cement beam, or crossbeam directly installation train row on concrete column is not installed
The rail sailed, its defect mainly has the most several aspect:
1, armored concrete prefabricated crossbeam is the most affected by environment, is easily caused steel bar corrosion, coagulation
Folk song, come off, add the maintenance cost of concrete beam, reduce service life.
2, the structural instability of concrete beam, is easily generated overturning, derailing etc. during the sailing into of train
Security hidden trouble.
When 3, being mounted directly rail on concrete column, because of the flexible reason of rail, train is sailing into
Time, for guaranteeing safety, the travel speed of train can be made to reduce, affect the efficiency that train cleans.
Utility model content
This utility model mainly solves in parking device when track train cleans, safety between rail and column
It is reliably connected, improves train and clean stability and the efficiency of train cleaning of parking device, reduce security risk
Etc. problem.
Improve the combinative structure body of stability of foundation when cleaning train, including left concrete colonnade, right concrete column
Row and rail 10.Left concrete colonnade is parallel to each other with right concrete colonnade.Left concrete colonnade, right coagulation
Earth pillar arranges and is formed by concrete column 9.In addition: be provided with left horizontal girder steel group, right horizontal girder steel group.Left horizontal girder steel group,
Right horizontal girder steel group is made up of end to end horizontal girder steel 5 respectively.It is provided with left horizontal steel at the top of left concrete colonnade
Beam group, is provided with a rail 10 at the top of left horizontal girder steel group.It is provided with right horizontal stroke at the top of right concrete colonnade
Girder steel group, is provided with 1 rail 10 of another root at the top of right horizontal girder steel group.
This utility model advantage compared with prior art
This utility model Stability Analysis of Structures is simple and safe, be easily maintained, easy to use, improves train simultaneously and cleans
Efficiency, reduce the problem such as security risk.
1, the Stability Analysis of Structures of gooseneck, is not likely to produce the safety such as overturning, derailing the most hidden during the sailing into of train
Suffer from problem.
2, train before cleaning after speed can sail into or roll away from the most faster, reduce train the turnover time,
Improve train cleaning efficiency.
3, surface was entered antiseptic gooseneck and was had good stability and durability, can with life-time service,
It is not required to frequent maintaining, can be cost-effective.
Accompanying drawing explanation
Fig. 1 is schematic perspective view of the present utility model.
Fig. 2 is the solid linked together by adjacent horizontal girder steel 5 by billet 6 and connecting bolt 7 in Fig. 1
Schematic diagram.
Fig. 3 is the schematic perspective view of horizontal girder steel 5 in Fig. 2.
Fig. 4 is the schematic perspective view of single I-steel in Fig. 2.
Fig. 5 is the schematic perspective view of billet 6 in Fig. 2.
Fig. 6 is the schematic perspective view of connecting bolt 7 in Fig. 2.
Detailed description of the invention
See Fig. 1, improve the combinative structure body of stability of foundation when cleaning train, including left concrete colonnade,
Right concrete colonnade and rail 10.Left concrete colonnade is parallel to each other with right concrete colonnade.Left concrete column
Row, right concrete colonnade are formed by concrete column 9.In addition: be provided with left horizontal girder steel group, right horizontal girder steel group.
Left horizontal girder steel group, right horizontal girder steel group are made up of end to end horizontal girder steel 5 respectively.Top in left concrete colonnade
Portion is provided with left horizontal girder steel group, is provided with a rail 10 at the top of left horizontal girder steel group.In right concrete colonnade
Top is provided with right horizontal girder steel group, is provided with 1 rail 10 of another root at the top of right horizontal girder steel group.
Seeing Fig. 1,2 and 3, furtherly, horizontal girder steel 5 is made up of 2 I-steel.2 I-steel are mutual
Linking together of level, the cross section of the most horizontal girder steel 5 is in " II " shape.
See Fig. 1 and 2, furtherly, at adjacent horizontal girder steel 5, be provided with billet 6, by connecting spiral shell
Billet 6 is fixed together by bolt 7 respectively with adjacent horizontal girder steel 5, thus realizes the head of horizontal girder steel 5
WEILIAN connects.
See Fig. 1, furtherly, be provided with fastener 2 at the top of horizontal girder steel 5, by fastener 2 by rail 10
It is fixed on the top of horizontal girder steel 5.
Seeing Fig. 1,2 and 3, furtherly, horizontal girder steel 5 is made up of 2 I-steel, and 2 I-steel are successively
It is referred to as left I-steel and right I-steel.
Left I-steel and right I-steel the most flatly arrange.
The fixing connection in the long limit, right side of left I-steel and the long limit, left side of right I-steel.
Left side edge and the right side edge at right I-steel top at left I-steel top are evenly equipped with top bolt
Hole 3.Fastener 2 it is furnished with in top bolt holes 3.The i.e. top at horizontal girder steel 5 is provided with 2 row fasteners 2.?
Rail 10 it is fixed with between fastener 2.
End bottom left I-steel, left side edge has bottom bolts hole 4, and is furnished with connecting bolt 7.
End bottom right I-steel, right side edge all has bottom bolts hole 4, and is furnished with connecting bolt 7.
I.e. being respectively arranged at two ends with two and be provided with 2 connecting bolts 7 of length direction of horizontal girder steel 5.Pass through billet
The connecting bolt 7 of 2 adjacent horizontal girder steel 5 ends is linked together by 6.
Furtherly, left I-steel, the height of right I-steel are 200mm, and length is 1.5m, and width is equal
For 100mm.
The internal diameter of top bolt holes 3 is 15mm.
The internal diameter in bottom bolts hole 4 is 25mm.
The long 20cm of billet 6, wide 8cm, thick 1cm.
See Fig. 5, furtherly, billet 6 has two billet bolts hole 8.Described billet
Bolt hole 8 is in order to be connected with connecting bolt 7, and the internal diameter of billet bolt hole 8 is 25mm.
Seeing Fig. 6, furtherly, connecting bolt 7 is the bolt of attaching the names of pre-determined candidates of diameter 25mm.
See Fig. 1 to 6, furtherly, stability of foundation when train is cleaned in raising described in the utility model
The manufacture method of combinative structure body, is carried out as follows:
Step 1: use cutting machine to cut the I-steel of 2 segment length L=1.5m.
The top bolt holes 3 of internal diameter D1=15mm is drilled respectively in the side of the upper end of every section of I-steel.Often
The section bottom of I-steel and the two ends of top bolt holes 3 homonymy, I-steel drill internal diameter D2=25mm respectively
Bottom bolts hole 4.
Step 2: the side that two I-steel are not holed is welded to one another into horizontal girder steel 5.
Step 3: use cutting machine to make the billet 6 of long A=20cm, wide B=8cm, thickness H=1cm.?
The billet bolt hole 8 of two internal diameter D3=25mm is drilled on billet 6.
Step 4: choose the connecting bolt 7 of diameter D4=25mm.By billet 6 and connecting bolt 7 by phase
Adjacent horizontal girder steel 5 couples together.Obtain 2 in this way and arrange the horizontal girder steel 5 that joins end to end, be called left horizontal girder steel
Group, right horizontal girder steel group.
Step 5: left horizontal girder steel group, right horizontal girder steel group are separately mounted on 1 group of vertical concrete column 9,
A rail 10 is put respectively in left horizontal girder steel group, right horizontal girder steel group.And by being assemblied in top bolt holes 3
Fastener 2 rail 10 is fixed in left horizontal girder steel group or the right horizontal girder steel group of correspondence, thus it is clear to obtain raising
The combinative structure body of stability of foundation when washing train.
Claims (10)
1. improve the combinative structure body of stability of foundation when cleaning train, including left concrete colonnade, right concrete colonnade and rail (10)；Left concrete colonnade is parallel to each other with right concrete colonnade；Left concrete colonnade, right concrete colonnade are formed by concrete column (9)；It is characterized in that: be provided with left horizontal girder steel group, right horizontal girder steel group；Left horizontal girder steel group, right horizontal girder steel group are made up of end to end horizontal girder steel (5) respectively；It is provided with left horizontal girder steel group at the top of left concrete colonnade, is provided with a rail (10) at the top of left horizontal girder steel group；It is provided with right horizontal girder steel group at the top of right concrete colonnade, is provided with 1 rail (10) of another root at the top of right horizontal girder steel group.
2. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 1, it is characterised in that: horizontal girder steel (5) is made up of 2 I-steel；Linking together of 2 mutual levels of I-steel, the cross section of the most horizontal girder steel (5) is in " II " shape.
3. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 1, it is characterized in that: be provided with billet (6) at adjacent horizontal girder steel (5) place, by connecting bolt (7), billet (6) is fixed together with adjacent horizontal girder steel (5) respectively, thus the head and the tail realizing horizontal girder steel (5) connect.
4. the combinative structure body of stability of foundation when improving cleaning train as described in claim 1,2 or 3, it is characterized in that: be provided with fastener (2) at the top of horizontal girder steel (5), by fastener (2), rail (10) is fixed on the top of horizontal girder steel (5).
5. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 4, it is characterised in that: horizontal girder steel (5) is made up of 2 I-steel, and 2 I-steel are referred to as left I-steel and right I-steel successively；Left I-steel and right I-steel the most flatly arrange；The fixing connection in the long limit, right side of left I-steel and the long limit, left side of right I-steel；
Left side edge and the right side edge at right I-steel top at left I-steel top are evenly equipped with top bolt holes (3)；Fastener (2) it is furnished with in top bolt holes (3)；The i.e. top at horizontal girder steel (5) is provided with 2 row fasteners (2)；Rail (10) it is fixed with between fastener (2)；
End bottom left I-steel, left side edge has bottom bolts hole (4), and is furnished with connecting bolt (7)；End bottom right I-steel, right side edge all has bottom bolts hole (4), and is furnished with connecting bolt (7)；I.e. being respectively arranged at two ends with two and be provided with 2 connecting bolts (7) of length direction of horizontal girder steel (5)；By billet (6), the connecting bolt (7) of 2 adjacent horizontal girder steel (5) ends is linked together.
6. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 5, it is characterised in that: left I-steel, the height of right I-steel are 200mm, and length is 1.5m, and width is 100mm；The internal diameter of top bolt holes (3) is 15mm；The internal diameter in bottom bolts hole (4) is 25mm；Billet (6) long 20cm, wide 8cm, thick 1cm.
7. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 6, it is characterised in that: left I-steel, the height of right I-steel are 200mm, and length is 1.5m, and width is 100mm.
8. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 7, it is characterised in that: the internal diameter of top bolt holes (3) is 15mm.
9. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 8, it is characterised in that: the internal diameter of bottom bolts hole (4) is 25mm.
10. the combinative structure body of stability of foundation when train is cleaned in raising as claimed in claim 9, it is characterised in that: on billet (6), have two billet bolts hole (8)；Described billet bolt hole (8) is in order to be connected with connecting bolt (7), and the internal diameter of billet bolt hole (8) is 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620203457.7U CN205502655U (en) | 2016-03-15 | 2016-03-15 | Stability of basis when wasing train is improved integrated configuration body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620203457.7U CN205502655U (en) | 2016-03-15 | 2016-03-15 | Stability of basis when wasing train is improved integrated configuration body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502655U true CN205502655U (en) | 2016-08-24 |
Family
ID=56728779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620203457.7U Expired - Fee Related CN205502655U (en) | 2016-03-15 | 2016-03-15 | Stability of basis when wasing train is improved integrated configuration body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502655U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804449A (en) * | 2016-03-15 | 2016-07-27 | 中铁四局集团建筑工程有限公司 | Stability component for train cleaning and manufacturing method thereof |
-
2016
- 2016-03-15 CN CN201620203457.7U patent/CN205502655U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804449A (en) * | 2016-03-15 | 2016-07-27 | 中铁四局集团建筑工程有限公司 | Stability component for train cleaning and manufacturing method thereof |
| CN105804449B (en) * | 2016-03-15 | 2018-01-19 | 中铁四局集团建筑工程有限公司 | Stability component when being cleaned for train and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20210315 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |