RU207422U1 - Rail platform frame - Google Patents

Abstract

The utility model relates to the field of railway transport, in particular, to the frame of a railway platform for the transportation of large-tonnage containers. The frame of the railway platform containing consoles, end beams, side beams, pivot beams and transverse connecting beams, while each cantilever consists of a longitudinal beam, braces and a transverse beam, characterized in that the angle of inclination of the middle part of each bottom sheet of the end beam is in the range β = 10 °… 25 °, and the top sheets of the end girder, the outer and inner parts of each bottom sheet of the end girder are made in parallel. The technical result of the proposed solution is to increase the reliability of the frame by changing the configuration of the bottom sheet of the frontal beam. 6 ill.

Description

The utility model relates to the field of railway transport, in particular, to the frame of a railway platform for the transportation of large-tonnage containers.

Known rail platform frame, containing side beams, center beam, end beams, pivot beams and intermediate cross beams. Moreover, the pivot, end and intermediate cross beams connect the side beams with the center beam and lie in the same plane, which forms the plane of the frame. Each side beam is a profile, the upper part of which protrudes above the plane of the frame (RU No. 46727, IPC B61F 1/02, B60P 3/40, publ. 27.07.2005).

The disadvantage of the known solution is insufficient strength and rigidity, as well as high metal consumption of the platform frame.

Known platform car frame, which includes a center beam having a box section, which includes two vertical sheets. The frame also includes two side beams running longitudinally with respect to the center beam, cross beams installed across the center beam, while the cross beams have a cross section composed of a vertical wall, an upper horizontal flange and a lower flange, which in the area between the center beam and the side the girder is located obliquely, and in the area between the vertical sheets of the backbone girder it is located horizontally inside it. The lower flange of the crossbeam, located between the vertical sheets of the backbone girder inside it, is located at a distance from the lower flange of the backbone girder in the range from 70 mm to 180 mm, forming a horizontal bridge inside the backbone girder between its vertical sheets, and located between the backbone and the side girder the lower shelf has a constant width along the length (RU No. 171768, IPC B61D 3/00, B61F 1/00, publ. 06/15/2017).

The disadvantage of the known solution is insufficient strength and rigidity, as well as high metal consumption of the platform frame.

The closest technical solution to the claimed one is the railway frame of the platform car, which includes a center beam connected to the side beams from the I-beam by pivot, frontal and transverse beams, as well as fitting stops, characterized in that all the sheets of the frontal beam are shaped, which are rigid connected to the upper, lower and vertical sheets of the side beams and the backbone beam (RU # 192352, IPC B61F 1/10, B61D 3/20, publ. 09/13/2019).

The disadvantage of the closest technical solution is the insufficient strength of the frame using the frontal beam of the specified design.

The technical problem solved by the utility model is the insufficient strength of the frontal beam of the railway platform frame.

The technical result of the proposed solution is to improve the reliability of the frame by changing the configuration of the bottom sheet of the frontal beam.

The technical result is achieved by the fact that the frame of the railway platform consists of two consoles connected to the bearing side beams by pivot beams. The load-bearing side beams are interconnected by transverse connecting beams. The frame console of the railway platform consists of a longitudinal beam, braces and a crossbeam. The bearing side beams and the console are interconnected by a pivot beam, the upper and lower sheets of which are made end-to-end with the protrusions of the upper sheet and the lower sheet of the longitudinal beam and with the protrusions of the upper sheet and the lower sheet of the lateral beam. The bearing side beams and the console are interconnected by an end beam, the upper and lower sheets of which are made end-to-end with the protrusions of the upper sheet and the lower sheet of the longitudinal beam and with the protrusions of the upper sheet and the lower sheet of the lateral beam. Each bottom sheet of the end beam is made of one bent sheet and contains an outer part adjacent to the side beam, a middle inclined part and an inner part adjacent to the longitudinal beam. The angle of inclination of the middle inclined part of the sheet of the lower end beam is in the range β = 10 °… 25 °. The top sheets, the outer and inner parts of each bottom sheet of the end girder are made in parallel.

The features of a utility model are

1. Frame of the railway platform

2.contains two consoles,

3.connected to the side beams by pivot beams,

4. the side beams are interconnected by transverse connecting beams.

5. The end beams of the U-shaped section are the closing link of the frame.

6. The frame console of the railway platform consists of a longitudinal beam, braces and a cross beam,

7.the upper and lower sheets of the pivot girder are made end-to-end with the protrusions of the upper sheet and the lower sheet of the longitudinal girder and with protrusions of the upper sheet and the lower sheet of the lateral girder,

8. The load-bearing side beams and the cantilever are interconnected by an end beam,

9.the upper and lower sheets of the end beam are made end-to-end with the protrusions of the upper sheet and the lower sheet of the longitudinal beam and with the protrusions of the upper sheet and the lower sheet of the lateral beam,

10. The angle of inclination of the middle inclined part of the sheet of the lower end beam is in the range β = 10 °… 25 °.

11. The top sheets, the outer and inner parts of each bottom sheet of the end girder are made in parallel.

12. the top sheets and bottom sheets of the end girder are installed perpendicular to the vertical sheet of the end girder.

Features 1-6, 9, 12 are common with the prototype, features 7, 8, 10, 11 are distinctive features of the utility model.

The essence of the utility model is illustrated by drawings:

fig. 1 is a top view of a flat car frame;

fig. 2 is a top view of the flat car frame;

fig. 3 - section BB of the frame;

fig. 4 is an axonometric projection of the end beam when it is oriented from above and below;

fig. 5 - section of the I-I frame;

fig. 6 - view K of the end beam.

Symbols in drawings

1 - console,

2 - side beam,

3 - pivot beam,

4 - transverse connecting beam,

5 - end beam,

6 - longitudinal beam of the console,

7 - console brace,

8 - the transverse beam of the console,

9 - the bottom sheet of the longitudinal beam,

10 - the top sheet of the longitudinal beam,

11 - protrusions of the top sheet and the bottom sheet of the longitudinal beam,

12 - the top sheet of the side beam,

13 - the bottom sheet of the side beam,

14 - side beam wall,

15 - protrusions of the upper sheet and the lower sheet of the side beam,

16 - the top sheets of the pivot beam,

17 - the bottom sheets of the pivot beam,

18 - top sheets of the end beam,

19 - bottom sheets of the end beam,

19.1 - the outer part of the bottom sheet of the end beam,

19.2 - the middle part of the bottom sheet of the end beam,

19.3 - the inner part of the bottom sheet of the end beam,

20 - vertical sheet of the end beam,

β is the angle of inclination of the sheet of the lower end beam.

The frame of the railway platform for the transportation of large-tonnage containers (Fig. 1) is made of long wheelbase and consists of two consoles 1 connected to the load-bearing side beams 2 by pivot beams 3. The load-bearing side beams 2 are interconnected by transverse connecting beams 4. At the frame corners on the end beams 5 U-shaped section, which is the closing link of the frame, stationary fitting stops are rigidly fixed (conventionally not shown in the drawings). On the bearing side beams 2 there are hinged fitting stops (conventionally not shown in the drawings) for installing and securing containers.

The console 1 of the railway platform frame (Fig. 2) consists of a longitudinal beam 6, braces 7 and a transverse beam 8.

The side beam contains upper 12 and lower 13 sheets (shelves) and a vertical 14 sheet (wall) (Fig. 5).

The bearing side beams 2 and the console 1 are interconnected by a pivot beam 3 (Fig. 1), the upper 16 and lower 17 sheets of which are made end-to-end with the protrusions 11 of the upper sheet 10 and the lower sheet 9 of the longitudinal beam 6 and with the protrusions 15 of the upper sheet 12 and the lower sheet 13 of the side beam 2, respectively (Fig. 3).

Each bottom sheet 17 of the pivot beam 3 is made of one bent sheet and contains an outer part adjacent to the side beam, a middle inclined part and an inner part adjacent to the longitudinal beam (Fig. 5). The top sheets 16, the outer and inner parts of each bottom sheet 17 of the pivot beam 3 are made in parallel (Fig. 3).

The end beam contains upper 18 and lower 19 sheets (shelves) and a vertical 20 sheet (wall).

The bearing side beams 2 and the console 1 are interconnected by an end beam 5 (Fig. 1), the upper 18 and lower 19 sheets of which are made end-to-end with the protrusions 11 of the upper sheet 10 and the lower sheet 9 of the longitudinal beam 6 and with the protrusions 15 of the upper sheet 12 and the lower sheet 13 of the side beam 2, respectively (Fig. 4).

Each bottom plate 19 of the end beam 5 is made of one bent sheet and contains an outer part 19.1 adjacent to the side beam 2, a middle inclined part 19.2 and an inner part 19.3 adjacent to a longitudinal beam 6. The angle of inclination of the middle inclined part 19.2 of a sheet of the lower 19 end beam 5 is in the range β = 10 °… 25 ° (Fig. 5). An angle of inclination of less than 10 ° reduces the rigidity of the structure, an angle of inclination of more than 25 ° leads to an increase in metal consumption and a decrease in the carrying capacity of the car. The top sheets 18, the outer 19.1 and the inner part 19.3 of each bottom sheet 19 of the end beam 5 are made in parallel (Figs. 5-6).

Pivot 3, end 5 beams connect bearing side 2 beams with consoles 1, braces 7 and transverse beams 8 of consoles 1 are connected to side beams 2, while the top sheets of consoles 1, pivot 3, end 5 and side 2 beams are located in the same plane, which forms the top surface of the frame.

Experimental operation and subsequent tests showed that changing the configuration of the lower sheet of the frontal beam led to an increase in the strength of the frontal beam, which, accordingly, increased the reliability of the frame.

Claims (1)

The frame of the railway platform containing consoles, end beams, side beams, pivot beams and transverse connecting beams, while each cantilever consists of a longitudinal beam, braces and a transverse beam, characterized in that the angle of inclination of the middle part of each bottom sheet of the end beam is in the range β = 10 ° ... 25 °, and the top sheets of the end girder, the outer and inner parts of each bottom sheet of the end girder are made in parallel.

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