阅读说明：本技术 一种轨道列车的端角柱及端墙，轨道列车 (Rail train's end corner post and headwall, rail train ) 是由 张锦华 姚世明 王海生 杨玉喜 付一娜 侯建英 贺东宇 郝振杰 何晓蕾 于 2019-11-22 设计创作，主要内容包括：本申请实施例中提供了一种轨道列车的端角柱及端墙,轨道列车。端角柱包括：支撑柱,所述支撑柱的截面具有内凹结构；盖板,所述盖板固定在所述支撑柱的内凹结构的端部。端墙包括上述端角柱。轨道列车包括上述端墙。本申请实施例用以解决传统端角柱结构的整体性较高的技术问题。(The embodiment of the application provides a rail train's end corner post and headwall, rail train. The end corner post includes: the cross section of the supporting column is provided with a concave structure; the cover plate is fixed at the end part of the concave structure of the supporting column. The end wall comprises the end corner post. The rail train comprises the end wall. The technical problem that the integrity of traditional end corner post structure is higher is used for solving to this application embodiment.)

1. An end corner post of a rail train, comprising:

the cross section of the supporting column is provided with a concave structure;

the cover plate is fixed at the end part of the concave structure of the supporting column.

2. The end corner post of claim 1, wherein the support post is a bent support post.

3. The end corner post of claim 1, further comprising:

the reinforcing column is fixedly sleeved in the concave structure of the supporting column and clings to the inner side of the concave structure of the supporting column.

4. The corner post according to claim 3, wherein the cross section of the reinforcing post has a concave structure, and the concave structure of the reinforcing post and the concave structure of the supporting post are the same in shape and consistent in orientation.

5. The end corner post according to claim 4, wherein the upper port of the reinforcement post is a beveled port.

6. The corner post according to claim 4, wherein the reinforcing post is provided with a plurality of welding slots at intervals in the height direction thereof, and the reinforcing post and the support post are welded and fixed by the welding slots.

7. The end corner post of claim 6 wherein there is a mounting gap between the reinforcement post and the cover plate.

8. The end corner post according to claim 7, wherein the support post is U-shaped in cross-section and the reinforcement post is a U-shaped reinforcement post in cross-section.

9. The end corner post according to claim 8, wherein the long welding holes are provided at the middle side plate of the reinforcing post.

10. The end corner post of claim 8 wherein the mounting gap is between two parallel side plates in the reinforcement post and the cover plate.

11. The end corner post according to claim 8, wherein the outer ends of two parallel side plates of the support post have welding grooves by which the support post and the cover plate are welded and fixed.

12. The end corner post according to any one of claims 4 to 11, further comprising:

the reinforcing plate is transversely fixed in the concave structure of the reinforcing column and is tightly attached to the inner side of the concave structure of the reinforcing column so as to transversely support the reinforcing column and the cover plate.

13. The end corner post of claim 12, wherein the reinforcing plate is a plurality and the plurality of reinforcing plates are spaced apart along the height of the reinforcing post.

14. The end corner post according to claim 12, wherein the recessed structure of the support post and the cover plate enclose a lateral reinforcement pattern, and the shape of the reinforcement plate is a shape in which the lateral reinforcement pattern is missing at each corner.

15. The end corner post according to claim 3, wherein the reinforcing post is a reinforcing post formed by bending.

16. The end corner post of claim 1, further comprising:

and the two end plates are respectively fixed at the end parts of the two ends of the supporting column and fixed with the cover plate.

17. The end corner post according to claim 1, wherein the cross-section of the support post is H-shaped, or a convex polygon with one side or less.

18. A rail train end wall comprising the end corner post of any one of claims 1 to 17.

19. The end wall of a rail train of claim 18, wherein the cover panel faces an interior side of the train in which the end wall is located.

20. A rail train comprising a headwall as claimed in either of claims 18 or 19.

Technical Field

The application relates to the technical field of electric locomotives, in particular to an end corner post and an end wall of a rail train, and the rail train.

Background

The rail transit is an important transportation mode in China and bears huge transportation volume. The end corner post is a key framework member of the high-speed train, plays an important bearing role and influences the aerodynamic performance of the whole train. The traditional end corner column generally adopts a thin-wall rectangular steel pipe, and the end head of the thin-wall rectangular steel pipe is in a structure form of plugging and welding. The compression resistance and the bearing capacity of the traditional corner post depend on a rectangular steel pipe. If the end corner post adopts a rectangular steel pipe with the bearing capacity limit value of 200 kilonewtons, any position of the end corner post can only bear 200 kilonewtons.

Therefore, the conventional corner post has high structural integrity, which is a technical problem that needs to be solved urgently by those skilled in the art.

The above information disclosed in the background section is only for enhancement of understanding of the background of the present application and therefore it may contain information that does not form the prior art that is known to those of ordinary skill in the art.

Disclosure of Invention

The embodiment of the application provides a rail train's end corner post and headwall, rail train to solve the higher technical problem of the wholeness of traditional end corner post structure.

The embodiment of the application provides a rail train's end corner post, includes:

the cross section of the supporting column is provided with a concave structure;

the cover plate is fixed at the end part of the concave structure of the supporting column.

The embodiment of the application further provides a rail train's headwall, including above-mentioned end corner post.

The embodiment of the application also provides a rail train, including above-mentioned headwall.

Due to the adoption of the technical scheme, the embodiment of the application has the following technical effects:

the support post and cover plate are two separate pieces prior to attachment and form an assembly after attachment. The combined support post and cover plate function similarly to the thin-walled rectangular steel tube of a conventional corner post. However, since the support posts and cover plate are two separate parts before being secured; the separated structure provides structural conditions for adding a reinforcing structural part to the concave structure of the supporting column. The structure of rail train's end corner post of this application embodiment provides structural condition for increasing strengthening structure spare at the indent structure of support column and improving compression and bearing capacity.

Drawings

The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:

fig. 1 is a perspective schematic view of an end corner post of a rail train according to an embodiment of the present application;

FIG. 2 is a side view of the end corner post shown in FIG. 1;

FIG. 3 is a cross-sectional view A-A shown in FIG. 2;

FIG. 4 is an enlarged sectional view B-B shown in FIG. 2;

FIG. 5 is an enlarged schematic view of the reinforcement plate of the end corner post shown in FIG. 1;

fig. 6 is a perspective schematic view of a headwall of a rail train according to an embodiment of the present disclosure.

Description of reference numerals:

100 of the supporting columns are arranged in the vertical direction,

200 of the cover plate,

310 a reinforcing post for a column to be reinforced,

311 of the inclined opening,

312 long holes for welding are formed in the base plate,

313 the installation space is arranged between the two plates,

314 welding the groove with a welding head,

320 a reinforcing plate for reinforcing the outer surface of the steel pipe,

400 end plate.

Detailed Description

In order to make the technical solutions and advantages of the embodiments of the present application more apparent, the following further detailed description of the exemplary embodiments of the present application with reference to the accompanying drawings makes it clear that the described embodiments are only a part of the embodiments of the present application, and are not exhaustive of all embodiments. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.

Example one

Fig. 1 is a perspective schematic view of an end corner post of a rail train according to an embodiment of the present application; FIG. 2 is a side view of the end corner post shown in FIG. 1; FIG. 3 is a cross-sectional view A-A shown in FIG. 2; fig. 4 is an enlarged sectional view of B-B shown in fig. 2. As shown in fig. 1, 2, 3 and 4, an end corner post of a rail train according to an embodiment of the present application includes:

a support column 100 having a concave structure in a cross section;

and the cover plate 200 is fixed at the end part of the concave structure of the supporting column.

The end corner post of the rail train comprises a support post and a cover plate; the cross section of the support column is provided with a concave structure, and the cover plate is fixed at the end part of the concave structure of the support column. The support post and cover plate are two separate pieces prior to securing and form an assembly after securing. The combined support post and cover plate function similarly to the thin-walled rectangular steel tube of a conventional corner post. However, since the support posts and cover plate are two separate parts before being secured; the separated structure provides structural conditions for adding a reinforcing structural part to the concave structure of the supporting column. The structure of rail train's end corner post of this application embodiment provides structural condition for increasing strengthening structure spare at the indent structure of support column and improving compression and bearing capacity.

In an implementation, the supporting columns are formed by bending. The support column formed by bending has high self-compression resistance and bearing capacity.

In practice, in order to improve the compression resistance and the load bearing capacity of the corner post, as shown in fig. 1, 3 and 4, the corner post may further include:

the reinforcing column 310 is sleeved and fixed in the concave structure of the supporting column 100, and the reinforcing column 310 is tightly attached to the inner side of the concave structure of the supporting column 100.

The existence of strengthening the post has optimized the atress structure of end angle post, can improve the resistance to compression and the bearing capacity of end angle post of rail train, and simultaneously, the weight that the end angle post increased is less, adapts to the trend of rail train lightweight development. The position and length of the reinforcing column can be determined according to the position and requirement of the compression and bearing capacity of the corner column. When the requirements of compression and bearing capacity of the end corner post are that the upper section is lower and the lower section is higher, the reinforcing post is fixed on the lower section of the concave structure of the supporting post so as to improve the compression and bearing capacity of the lower section of the end corner post.

In implementation, as shown in fig. 4, the cross section of the reinforcing column has a concave structure, and the concave structure of the reinforcing column and the concave structure of the supporting column have the same shape and are oriented in the same direction.

The strengthening column of above-mentioned structure can improve the resistance to compression and the bearing capacity of end corner post, and simultaneously, the weight of increase is less, adapts to the trend of rail train lightweight development.

In practice, as shown in fig. 1 and 3, the upper port of the reinforcing column 310 is a bevel 311.

The position that the upper portion port of the enhancement post is the bevel connection above that, the upper end of strengthening the post only partly hugs closely fixedly with the indent structure of support column, and another part does not contact with the indent structure of support column, like this, when the end angle post receives transverse force, elastic deformation can take place for the support column in the position of bevel connection, and after transverse force disappears, elastic deformation disappears, and then has improved the ability that the end angle post bore transverse force, has improved the ability of anti-shearing promptly.

In the embodiment, as shown in fig. 1 and 3, in order to weld the reinforcing column and the supporting column, a plurality of long welding holes 312 are provided at intervals in the height direction of the reinforcing column, and the reinforcing column 310 and the supporting column 100 are welded and fixed by the long welding holes 312.

The existence of the long holes for welding can fix the reinforcing columns and the supporting columns by welding conveniently.

In practice, as shown in fig. 3 and 4, the reinforcing column 310 and the cover plate 200 have a mounting gap 313 therebetween.

Therefore, the cover plate is in contact with the support column and is fixed through welding, the reinforcing column is not in contact with or directly fixed on the cover plate, and the manufacturing precision and the assembly requirement of the reinforcing plate are low.

In practice, as shown in fig. 1 and 4, the support column 100 has a U-shaped cross section, and the reinforcement column 310 is a reinforcement column having a U-shaped cross section.

The cross-section is the support column of U-shaped, and the cross-section is the reinforcement post of U-shaped, simple structure, and the manufacturing of being convenient for also is convenient for assemble the end angle post, and simultaneously, weight is also less.

In the embodiment in which the support columns and the reinforcement columns are U-shaped in cross section, as shown in fig. 1 and 4, the long welding holes 312 are provided at the middle side plate of the reinforcement column 310.

The welding long hole is opposite to the opening of the reinforcing column, so that the reinforcing column and the supporting column are convenient to weld and fix.

In embodiments where the support and reinforcement posts are U-shaped in cross-section, the mounting gap 313 is located between two parallel side plates in the reinforcement post and the cover plate 200, as shown in fig. 4.

Thus, the reinforcing columns do not affect the fixing of the supporting columns and the cover plate.

In the embodiment that the cross sections of the supporting column and the reinforcing column are both U-shaped, as shown in fig. 4, the outer ends of two parallel side plates in the supporting column have welding grooves 314, and the supporting column and the cover plate are fixed by welding through the welding grooves.

The existence of welding groove can be with the support column and the convenient welded fastening of apron.

In practice, in order to further improve the compression resistance and the bearing capacity of the end corner post of the rail train, as shown in fig. 1 and 3, the end corner post further comprises:

the reinforcing plate 320 is transversely sleeved and fixed in the concave structure of the reinforcing column 310, and the reinforcing plate 320 is tightly attached to the inner side of the concave structure of the reinforcing column 310 for transversely supporting the reinforcing column and the cover plate.

The compression and load capacity requirements vary with the corner posts in different positions. The reinforcing plate is arranged at the position with higher compression resistance and bearing capacity, so that the effect of pertinently improving the compression resistance and bearing capacity of the end corner post is realized; meanwhile, the weight of the reinforcing plate is smaller, and the reinforcing plate is suitable for the trend of light weight development of rail trains.

In practice, in order to further improve the compression resistance and the load bearing capacity of the end corner post of the rail train, as shown in fig. 1 and 3, the reinforcing plate 320 is provided in plurality, and a plurality of reinforcing plates 320 are arranged at intervals along the height of the reinforcing post.

The support column forms a plurality of confined box structures between apron and the reinforcing plate, and box structure resistance to compression ability itself is stronger.

In implementation, fig. 5 is an enlarged schematic view of the reinforcing plate of the end corner post shown in fig. 1, as shown in fig. 5, the concave structure of the supporting post and the cover plate enclose a transverse reinforcing pattern, and the shape of the reinforcing plate is the shape of the unfilled corner of each corner of the transverse reinforcing pattern.

The reinforcing plate having such a shape reduces the manufacturing accuracy of the reinforcing plate.

In an embodiment, the reinforcement column is a reinforcement column formed by bending.

In practice, as shown in fig. 1 and 3, the corner post further includes:

and the end plate 400 is fixed at the end part of the supporting column and fixed with the cover plate.

In an implementation, the number of the end plates is two, and the two end plates are respectively fixed at the end parts of the two ends of the supporting column.

The support column, apron and end plate form confined box structure, and box structure resistance to compression ability itself is stronger. When the requirements of the end corner post are that 200 kilonewtons can be borne at any position, 445 kilonewtons can be borne at a position corresponding to 457 mm above the floor of the rail train, and the limit shear value is not lower than 1334 kilonewtons. Then, there is no location for the reinforcement posts and the reinforcement plate between the support posts and the cover plate, and the two are fixed together and need to be able to carry 445 kn. The position and thickness of the reinforcing columns, the number of reinforcing plates and the intervals among the reinforcing plates are set on the principle that the position of 457 mm above the floor can bear 445 kilonewtons and the limit shear value of not less than 1334 kilonewtons can be also borne.

Alternatively, the cross section of the support column is H-shaped, or a convex polygon with one side less.

Example two

Fig. 6 is a perspective schematic view of a headwall of a rail train according to an embodiment of the present disclosure. An embodiment of the present application provides a headwall of a rail train, as shown in fig. 6, including the end corner post of any one of the first embodiment.

In operation, as shown in fig. 6, the cover plate 200 faces the inside of the train in which the headwall is located.

EXAMPLE III

The embodiment of the application provides a rail train, including the headwall in any one of embodiment two.

In the description of the present application and the embodiments thereof, it is to be understood that the terms "top", "bottom", "height", and the like, indicate orientations or positional relationships based on those shown in the drawings, are merely for convenience in describing the present application and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present application.

In this application and its embodiments, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," "secured," and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integral to; the connection can be mechanical connection, electrical connection or communication; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.

In this application and its embodiments, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise the first and second features being in direct contact, or may comprise the first and second features being in contact, not directly, but via another feature in between. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly above and obliquely above the second feature, or simply meaning that the first feature is at a lesser level than the second feature.

The above disclosure provides many different embodiments or examples for implementing different structures of the application. The components and arrangements of specific examples are described above to simplify the present disclosure. Of course, they are merely examples and are not intended to limit the present application. Moreover, the present application may repeat reference numerals and/or letters in the various examples, such repetition is for the purpose of simplicity and clarity and does not in itself dictate a relationship between the various embodiments and/or configurations discussed. In addition, examples of various specific processes and materials are provided herein, but one of ordinary skill in the art may recognize applications of other processes and/or use of other materials.

While the preferred embodiments of the present application have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. Therefore, it is intended that the appended claims be interpreted as including preferred embodiments and all alterations and modifications as fall within the scope of the application.

It will be apparent to those skilled in the art that various changes and modifications may be made in the present application without departing from the spirit and scope of the application. Thus, if such modifications and variations of the present application fall within the scope of the claims of the present application and their equivalents, the present application is intended to include such modifications and variations as well.