WO2020133940A1 - 一种列车的侧墙窗口结构模块及列车 - Google Patents

一种列车的侧墙窗口结构模块及列车 Download PDF

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Publication number
WO2020133940A1
WO2020133940A1 PCT/CN2019/090890 CN2019090890W WO2020133940A1 WO 2020133940 A1 WO2020133940 A1 WO 2020133940A1 CN 2019090890 W CN2019090890 W CN 2019090890W WO 2020133940 A1 WO2020133940 A1 WO 2020133940A1
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WO
WIPO (PCT)
Prior art keywords
fixed
window
profiled
flanges
zigzag
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Application number
PCT/CN2019/090890
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English (en)
French (fr)
Inventor
杜建强
管全梅
许保磊
王赵美
陈树娟
杨玉喜
李志申
果立奎
Original Assignee
中车唐山机车车辆有限公司
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Publication date
Application filed by 中车唐山机车车辆有限公司 filed Critical 中车唐山机车车辆有限公司
Priority to US17/418,234 priority Critical patent/US20220111877A1/en
Priority to CA3124888A priority patent/CA3124888C/en
Publication of WO2020133940A1 publication Critical patent/WO2020133940A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04—Wing frames not characterised by the manner of movement
    • E06B3/26—Compound frames, i.e. one frame within or behind another
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
    • B61D17/00—Construction details of vehicle bodies
    • B61D17/04—Construction details of vehicle bodies with bodies of metal; with composite, e.g. metal and wood body structures
    • B61D17/08—Sides
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
    • B61D25/00—Window arrangements peculiar to rail vehicles
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B5/00—Doors, windows, or like closures for special purposes; Border constructions therefor
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B7/00—Special arrangements or measures in connection with doors or windows
    • E06B7/28—Other arrangements on doors or windows, e.g. door-plates, windows adapted to carry plants, hooks for window cleaners

Definitions

  • the present application relates to the technical field of electric locomotives, and in particular, to a side wall window structure module of a train and a train.
  • the side wall window structure module of the relevant train generally adopts a B-shaped column and a B-shaped beam, and a lateral flanging of the B-shaped structure is melted and welded on the window wall board.
  • a lateral flanging of the B-shaped structure is melted and welded on the window wall board.
  • the embodiment of the present application provides a side wall window structure module of a train and a train to solve the technical problem that the side wall window structure module of the train has a weak resistance to buckling.
  • An embodiment of the present application provides a side wall window structure module of a train, including:
  • a zigzag support, two flanges of the zigzag support are fixed on the inner side of the window wall panel;
  • a zigzag reinforcement, two flanging of the zigzag reinforcement are fixed to one side of the zigzag support, the high side of the arch of the zigzag reinforcement is connected to the zigzag support The other side of the is fixed to strengthen the zigzag support;
  • the inner side of the window wall panel is the side of the window wall panel facing the inside of the train.
  • An embodiment of the present application further provides a train including the above-mentioned side wall window structure module.
  • the zigzag support When the flanging or arched high side of the zigzag support and the window wall panel is subjected to compression and impact, the zigzag support is symmetrical and can disperse the compression and impact. At the same time, the support is fixed at several The zigzag reinforcement between the two sides of the glyph support is reinforced, so that the zigzag support and the zigzag reinforcement as a whole have a strong ability to bear compression and tension, and are not easy to twist and deform;
  • the structural module of the side wall window of the train of the application example has strong anti-buckling ability and is not prone to distortion.
  • FIG. 1 is a schematic diagram of a side wall window structure module of a train according to an embodiment of the present application
  • FIG. 2 is a perspective schematic view of the side wall window structure module shown in FIG. 1 with the window wall panel removed;
  • FIG. 3 is a schematic view of the side wall window structure module with the window wall panel removed shown in FIG. 2 facing the side of the wall panel;
  • FIG. 4 is a perspective schematic view of the upright of the side wall window structure module shown in FIG. 1;
  • FIG. 5 is a perspective schematic view of the lower support beam of the first floor of the side wall window structure module shown in FIG. 1;
  • FIG. 6 is a three-dimensional schematic view of the upper-layer support beam post of the side wall window structure module shown in FIG. 1;
  • FIG. 7 is a three-dimensional schematic view of the second-layer lower support beam fixed with lateral reinforcement members of the side wall window structure module shown in FIG. 1;
  • FIG. 8 is a perspective schematic view of the second-layer upper support beam of the side wall window structure module shown in FIG. 1;
  • FIG. 9 is a three-dimensional schematic view of a side wall of the side wall window structure module shown in FIG. 1;
  • FIG. 10 is a perspective schematic view of the two-layer side pillar of the side wall window structure module shown in FIG. 1;
  • FIG. 11 is a perspective view of the profiled reinforcing beam with three fixed flanges of the side wall window structure module shown in FIG. 1;
  • FIG. 12 is a three-dimensional schematic view of a profiled reinforcing beam with two fixed flanges of the side wall window structure module shown in FIG. 1;
  • FIG. 13 is a longitudinal schematic view of the two-reinforced profiled reinforcing beams shown in FIG. 1.
  • FIG. 1 is a schematic diagram of a side wall window structural module of a train according to an embodiment of the present application
  • FIG. 2 is a perspective schematic view of a side wall window structural module with the window wall panel removed shown in FIG. 1
  • FIG. 3 is a schematic diagram of FIG. 2
  • a side wall window structure module of a train according to an embodiment of the present application includes:
  • a zigzag support, two flanges of the zigzag support are fixed on the inner side of the window wall panel;
  • a zigzag reinforcement, two flanging of the zigzag reinforcement are fixed to one side of the zigzag support, the high side of the arch of the zigzag reinforcement is connected to the zigzag support The other side of the is fixed to strengthen the zigzag support;
  • the inner side of the window wall panel is the side of the window wall panel facing the inside of the train.
  • the side wall window structural module of the train includes a window wall panel, a chevron-shaped support member and a chevron-shaped reinforcement member; wherein two flangings of the chevron-shaped support member are fixed to the window wall panel Inside, the two flanges of the zigzag reinforcement are fixed to one side of the zigzag support, and the high side of the arch of the zigzag reinforcement is the other side of the zigzag support The edges are fixed to reinforce the zigzag support.
  • the zigzag support is symmetrical and can disperse the compression and impact.
  • the support is fixed at several
  • the zigzag reinforcement between the two sides of the glyph support is reinforced, so that the zigzag support and the zigzag reinforcement as a whole have a strong ability to bear compression and tension, and are not easy to twist and deform;
  • the structural module of the side wall window of the train of the application example has strong anti-buckling ability and is not prone to distortion.
  • the zigzag support includes a post 210;
  • each of the upright posts has a zigzag shape, and the two upright posts 210 are respectively located on both sides of the window of the window side wall.
  • the structure of the column is symmetrical in the lateral direction, it can disperse the compression and impact forces received, and its own ability to bear the compression and stretching in the longitudinal direction is strong, making the column not easy to deform.
  • the zigzag reinforcing member includes a longitudinal reinforcing member 220;
  • each longitudinal reinforcing member 220 There are a plurality of longitudinal reinforcing members 220, and the end surface of each longitudinal reinforcing member 220 has a zigzag shape;
  • the longitudinal reinforcement members 220 are fixed between the two sides of each column, and the two flanges of the longitudinal reinforcement are fixed to one of the sides of the column, and the longitudinal reinforcement The high side of the column is fixed to the other side of the column to reinforce the column to increase the longitudinal force of the column.
  • the presence of the longitudinal reinforcement can transmit the received longitudinal force to the other side of the column through the action of the longitudinal reinforcement when the longitudinal force is received by one side of the column, which improves the longitudinal force of the column The role of force.
  • the zigzag support further includes a support beam
  • the longitudinal direction of the support beam is zigzag; wherein, the support beam is supported and fixed between the two columns.
  • the structure of the supporting beam is symmetrical in the longitudinal direction, it can disperse the compression and impact forces received, and its own ability to bear the compression and stretching in the longitudinal direction is strong, so that the supporting beam is not easy to distort and deform.
  • the zigzag reinforcement includes a lateral reinforcement 320;
  • each of the lateral reinforcing members is in a zigzag shape
  • the two lateral edges of the supporting beam are fixed with the lateral reinforcing member 320 at intervals, the two flanges of the lateral reinforcing member are fixed to one of the side edges of the supporting beam, and the lateral reinforcing
  • the high side of the piece is fixed to the other side of the support beam, and the deformation of the support beam when welding is adjusted by a process.
  • the presence of the transverse reinforcing member can transfer the force generated by the welding to the other side of the supporting beam through the function of the transverse reinforcing member when the flange of the supporting beam is welded.
  • the role of supporting beam deformation during welding is a simple matter.
  • FIG. 5 is a perspective schematic view of the lower support beam of the first floor of the side wall window structure module shown in FIG. 1;
  • FIG. 6 is a perspective schematic view of the upper support beam of the first floor of the side wall window structure module shown in FIG. 1;
  • FIG. 7 is FIG. 1 is a perspective schematic view of the second-layer lower support beam of the side wall window structure module;
  • FIG. 8 is a perspective schematic view of the second-layer upper support beam of the side wall window structure module shown in FIG. 1.
  • the support beam includes:
  • the lower support beam 311 on the first floor is the support beam fixed under the lower window
  • the upper support beam 312 on the first floor is a support beam fixed above the lower window
  • the lower support beam 313 of the second floor is a support beam fixed to the position of the second floor of the window wall panel;
  • the upper support beam 314 on the second floor is a support beam fixed under the upper window
  • the lower window is a window located below the two windows of the window wall panel
  • the upper window is a window located above the two windows of the window wall panel.
  • the support beam itself provides lateral support force, and at the same time, due to the area of the window wall panel from the bottom to the top, a lower support beam is provided on the first floor, an upper support beam on the first floor, a lower support beam on the second floor, and a second upper support beam
  • the area of the window wall panel is laterally divided into smaller areas, so that the side wall window structure module has a strong ability to bear compression and tension, and is not easily distorted.
  • FIG. 9 is a perspective schematic view of the first-tier side pillar of the side wall window structure module shown in FIG. 1.
  • the side wall window structure module also includes:
  • a plurality of first-level side pillars 410, each of the first-level side pillars 410 has a lateral shape in a lateral shape;
  • Each of the first-level side columns 410 is supported and fixed between the first-level upper support beams and the second-level lower support beams, and the two flanges of the first-level side columns are fixed to the window wall panels Inside.
  • the first floor side column itself provides longitudinal support force, and at the same time divides the area between the upper support beam of the first floor and the lower support beam of the second floor into smaller areas, so that the side wall window structure module bears compression and tension The ability is strong, and it is not easy to distort.
  • FIG. 10 is a perspective schematic view of the two-layer side pillar of the side wall window structure module shown in FIG. 1.
  • the side wall window structure module also includes:
  • a plurality of second-tier side pillars 420, the bottom surface of each of the second-tier side pillars is in a zigzag shape
  • Each second-tier side column 420 is supported and fixed between the second-tier lower beam and the second-tier upper beam, and the two flanges of the second-tier side column are fixed inside the window wall panel .
  • the second floor side column itself provides longitudinal support force, and at the same time divides the area between the second floor lower beam and the second floor upper beam into smaller areas, so that the side wall window structure module bears the ability to compress and stretch It is stronger and is not easily distorted.
  • FIG. 11 is a perspective schematic view of the three-reinforced profiled reinforcing beams of the side wall window structure module shown in FIG. 1;
  • FIG. 12 is the two-reinforced profiled shape of the side wall window structure module shown in FIG. 1 Three-dimensional schematic diagram of the strong beam;
  • FIG. 13 is a longitudinal schematic diagram of the two-reinforced flanged reinforced beam shown in FIG. 1.
  • the side wall window structure module also includes:
  • a plurality of profiled reinforcing beams each of the profiled reinforcing beams has a double glyph shape in the longitudinal direction;
  • Each of the profiled reinforcing beams is fixed between the two second-layer side columns, and between the second layer side columns and the upright columns; the flanges at both ends of the profiled reinforcing beams are fixed at The inside of the window wall panel.
  • the profiled reinforcing beam itself provides lateral support force, and at the same time, the two second-layer side columns are separated into a smaller area between the second-layer side columns and the vertical columns, so that the side wall window structure
  • the module has a strong ability to bear compression and stretching, and is not easily distorted.
  • both ends of the profiled reinforcing beam have notches 531 as deformation allowances.
  • the notch provides space for the deformation of the profiled reinforcing beam.
  • the flange of the profiled reinforcing beam is a thickened flange to enhance the longitudinal bearing capacity of compression and stretching.
  • the end of the flange of the profiled reinforcing beam is a hemmed edge 532 to reduce the pressure and enhance the longitudinal bearing capacity of compression and stretching.
  • the profiled reinforcing beam includes a flange with a middle flange and flanges at both ends of the three-reinforced profiled reinforced beam 510;
  • the middle flange of the three-reinforced flange-shaped reinforced beam is fixed to the inner side of the window wall panel, and the three-fixed flange-reinforced beam is fixed under the second-layer upper beam.
  • the area of the three flanges of the three-fixed flange-shaped reinforced beams is small, which makes the side wall window structure module have a strong ability to bear compression and stretching, and it is not easy to deform.
  • the profiled reinforcing beam includes two fixed flanged profiled reinforced beams 520 with flanges in the middle that are higher than flanges at both ends;
  • the profiled reinforcing beam with two fixed flanges is fixed below the profiled reinforced beam with three fixed flanges.
  • the structure of the middle flange of the profiled reinforcing beam is higher than that of the flanges at both ends.
  • the middle flange of the profiled reinforced beam has a larger In the space where elastic deformation occurs, the capacity of longitudinal compression and stretching is strong.
  • the profiled reinforcing beam adopts ultra-thin plate profile forming and resistance spot welding of the window wall plate to form a closed cavity, which increases the rigidity of the side wall window structure module and improves the bending resistance of the side wall window structure module Flexibility.
  • the black dots in FIG. 1 are the solder joints formed by resistance spot welding.
  • a large number of resistance spot welding processes are used, and some processes of partial fusion welding are used.
  • the plane of the window wall panel Degree is higher.
  • the train of the embodiment of the present application includes the side wall window structure module described in the first embodiment.
  • the train also includes:
  • a plurality of chevron-shaped connecting beams, and the flanging of each of the chevron-shaped connecting beams spans two adjacent window wall panels and is fixed to the window wall panels to fix the two side wall window structures
  • the module is fixedly connected.
  • the train also includes:
  • each of the profiled connecting beams has a double zigzag longitudinal direction; the flange of each profiled connecting beam spans two adjacent window wall panels, and The window wall panel is fixed to fix the two side wall window structural modules fixedly.
  • the two ends of the profiled connecting beam have notches for deformation allowance.
  • the cutout provides space for the deformation of the profiled connecting beam.
  • the flange of the profiled connecting beam is a thick flange.
  • the ends of the flanges of the press-type connecting beams are crimped to reduce the pressure and enhance the longitudinal bearing capacity of compression and stretching.
  • the profiled connection beam includes a middle flange and flanges at both ends of the three fixed flanged profiled connection beams; the structure of the three fixed flanged profiled connection beams is the same as the three shown in FIG. 11 The structure of the pressure-reinforcing crossbeam with fixed flanging is the same;
  • the three flanges of the three fixed flanges are connected to the three flanges of the crossbeam and fixed to two adjacent window wall panels.
  • the area of the three flanges of the three-fixed flanged connection beams is smaller, which makes the trains have a stronger ability to bear compression and stretch, and are not easy to deform.
  • the profiled connecting beam includes two fixed flanged profiled connecting beams with flanks in the middle higher than the flanges at both ends; the structure of the profiled connecting beams with two fixed flanges is the same as the two fixed profiles shown in FIG. 12 The structure of the crimped reinforced crossbeam is the same;
  • the two fixed flanges are connected with the flanges at the two ends of the crossbeam and fixed to the two adjacent window wall panels.
  • the structure of the middle flange of the profiled connection beam is higher than that of the flanges at both ends.
  • the middle flange of the profiled connection beam has a large elastic deformation
  • the space, the train's ability to bear compression and stretching is strong, and it is not easy to distort and deform.
  • the side wall model, side beams on the side wall, and the side wall composed of the reinforcing accessories are welded together. After the train is integrated with the chassis, roof, and end wall components, it can achieve a compression of 3560kN and a side impact (178kN). Condition simulation requirements and current vehicle test requirements.
  • top indicates the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, only for It is convenient to describe the application and simplify the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be construed as limiting the application.
  • connection can also be a detachable connection or integrated; it can be a mechanical connection, an electrical connection, or a communication; it can be directly connected, or it can be indirectly connected through an intermediary, or it can be an internal connection between two components Or the interaction of two components.
  • the first feature “above” or “below” the second feature may include the first and second features in direct contact, or may include the first Not in direct contact with the second feature but through another feature between them.
  • the first feature is “above”, “above” and “above” the second feature includes that the first feature is directly above and obliquely above the second feature, or simply means that the first feature is higher in level than the second feature.
  • the first feature is “below”, “below” and “below” the second feature includes that the first feature is directly above and obliquely above the second feature, or simply means that the first feature is less horizontal than the second feature.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Body Structure For Vehicles (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

一种列车的侧墙窗口结构模块，包括窗口墙板（100）、几字形支撑件和几字形补强件，立柱（210）和支撑横梁（311、312、313、314）采用几字形支撑件，几字形支撑件的两个翻边固定在窗口墙板（100）朝向列车内的内侧，几字形补强件包括纵向补强件（220）和横向补强件（320），几字形补强件的两个翻边与几字形支撑件的一个侧边固定，几字形补强件拱起的高边与几字形支撑件的另一侧边固定。还提供了包括窗口结构模块的列车。该列车的侧墙窗口结构模块抗屈曲能力强。

Description

一种列车的侧墙窗口结构模块及列车 技术领域
本申请涉及电力机车技术领域，具体地，涉及一种列车的侧墙窗口结构模块及列车。
背景技术
相关列车的侧墙窗口结构模块，一般采用乙字形立柱和乙字形横梁，乙字形结构横向的一个翻边熔化焊接在窗口墙板上。在乙字形结构的翻边或翻边之间的侧边受到压缩和冲击力作用时，容易扭曲变形，导致列车的侧墙窗口结构模块的抗压缩和抗冲击能力较弱，进而导致侧墙窗口结构的抗屈曲能力较弱。
因此，列车的侧墙窗口结构模块的抗屈曲能力较弱，是本领域技术人员急需要解决的技术问题。
在背景技术中公开的上述信息仅用于加强对本申请的背景的理解，因此其可能包含没有形成为本领域普通技术人员所知晓的相关技术的信息。
发明内容
本申请实施例中提供了一种列车的侧墙窗口结构模块及列车，以解决列车的侧墙窗口结构模块的抗屈曲能力较弱的技术问题。
本申请实施例提供了一种列车的侧墙窗口结构模块，包括：
窗口墙板；
几字形支撑件，所述几字形支撑件的两个翻边固定在所述窗口墙板的内侧；
几字形补强件，所述几字形补强件的两个翻边与所述几字形支撑件的一个侧边固定，所述几字形补强件拱起的高边与所述几字形支撑件的另一侧边固定以加固所述几字形支撑件；
其中，所述窗口墙板的内侧是所述窗口墙板朝向所述列车内的一侧。
本申请实施例还提供一种列车，包括上述侧墙窗口结构模块。
本申请实施例由于采用以上技术方案，具有以下技术效果：
几字形支撑件与窗口墙板固定的翻边或拱起的高边受到压缩和冲击力作用时，由于几字形支撑件是对称结构，能够分散受到的压缩和冲击力，同时，支撑固定在几字形支撑件的两个侧边之间的几字形补强件进行加固，使得几字形支撑件和几字形补强件作为一个整体承载压缩拉伸的能力较强，不容易扭曲变形；进而使得本申请实施例的列车的侧墙窗口结构模块的抗屈曲能力强，不易发生扭曲变形。
附图说明
此处所说明的附图用来提供对本申请的进一步理解，构成本申请的一部分，本申请的示意性实施例及其说明用于解释本申请，并不构成对本申请的不当限定。在附图中：
图1为本申请实施例的一种列车的侧墙窗口结构模块的示意图；
图2为图1所示的去掉窗口墙板的侧墙窗口结构模块的立体示意图；
图3为图2所示的去掉窗口墙板的侧墙窗口结构模块朝向墙板一侧的示意图；
图4为图1所示的侧墙窗口结构模块的立柱的立体示意图；
图5为图1所示的侧墙窗口结构模块的一层下部支撑横梁的立体示意图；
图6为图1所示的侧墙窗口结构模块的一层上部支撑横梁立柱的立体示意图；
图7为图1所示的侧墙窗口结构模块的固定有横向补强件的二层下部支撑横梁的立体示意图；
图8为图1所示的侧墙窗口结构模块的二层上部支撑横梁的立体示意图；
图9为图1所示的侧墙窗口结构模块的一层侧柱的立体示意图；
图10为图1所示的侧墙窗口结构模块的二层侧柱的立体示意图；
图11为图1所示的侧墙窗口结构模块的三固定翻边的压型补强横梁的立 体示意图；
图12为图1所示的侧墙窗口结构模块的两固定翻边的压型补强横梁的立体示意图；
图13为图1所示的两固定翻边的压型补强横梁的纵向示意图。
附图标记：
100窗口墙板；
210立柱，220纵向补强件；
311一层下部支撑横梁，312一层上部支撑横梁，313二层下部支撑横梁，314二层上部支撑横梁，320横向补强件；
410一层侧柱，420二层侧柱；
510三固定翻边的压型补强横梁，520两固定翻边的压型补强横梁，531豁口，532卷边。
具体实施方式
为了使本申请实施例中的技术方案及优点更加清楚明白，以下结合附图对本申请的示例性实施例进行进一步详细的说明，显然，所描述的实施例仅是本申请的一部分实施例，而不是所有实施例的穷举。需要说明的是，在不冲突的情况下，本申请中的实施例及实施例中的特征可以相互组合。
实施例一
图1为本申请实施例的一种列车的侧墙窗口结构模块的示意图；图2为图1所示的去掉窗口墙板的侧墙窗口结构模块的立体示意图；图3为图2所示的去掉窗口墙板的侧墙窗口结构模块朝向墙板一侧的示意图。如图1，图2和图3所示，本申请实施例的一种列车的侧墙窗口结构模块，包括：
窗口墙板100；
几字形支撑件，所述几字形支撑件的两个翻边固定在所述窗口墙板的内侧；
几字形补强件，所述几字形补强件的两个翻边与所述几字形支撑件的一个侧边固定，所述几字形补强件拱起的高边与所述几字形支撑件的另一侧边固定 以加固所述几字形支撑件；
其中，所述窗口墙板的内侧是所述窗口墙板朝向所述列车内的一侧。
本申请实施例的列车的侧墙窗口结构模块，包括窗口墙板，几字形支撑件和几字形补强件；其中，所述几字形支撑件的两个翻边固定在所述窗口墙板的内侧，所述几字形补强件的两个翻边与所述几字形支撑件的一个侧边固定，所述几字形补强件拱起的高边与所述几字形支撑件的另一侧边固定以加固所述几字形支撑件。几字形支撑件与窗口墙板固定的翻边或拱起的高边受到压缩和冲击力作用时，由于几字形支撑件是对称结构，能够分散受到的压缩和冲击力，同时，支撑固定在几字形支撑件的两个侧边之间的几字形补强件进行加固，使得几字形支撑件和几字形补强件作为一个整体承载压缩拉伸的能力较强，不容易扭曲变形；进而使得本申请实施例的列车的侧墙窗口结构模块的抗屈曲能力强，不易发生扭曲变形。
图4为图1所示的侧墙窗口结构模块的立柱的立体示意图。实施中，如图4所示，所述几字形支撑件包括立柱210；
所述立柱210是两个，每个所述立柱的横向为几字形，两个所述立柱210分别位于所述窗口侧墙的窗口两侧。
由于立柱的结构在横向上是对称的结构，能够分散受到的压缩和冲击力，自身纵向承载压缩拉伸的能力较强，使得立柱不容易扭曲变形。
实施中，如图3所示，所述几字形补强件包括纵向补强件220；
所述纵向补强件220是多个，每个所述纵向补强件220的端面为几字形；
各个所述立柱的两个侧边之间间隔固定有所述纵向补强件220，所述纵向补强件的两个翻边与所述立柱的其中一个侧边固定，所述纵向补强件的高边与所述立柱的另一个侧边固定，以补强所述立柱提高所述立柱纵向受力的能力。
纵向补强件的存在，在立柱的一个侧边受到的纵向力时，能够将所受的纵向力通过纵向补强件的作用传递至立柱的另一个侧边，起到了提高所述立柱纵向受力能力的作用。
实施中，所述几字形支撑件还包括支撑横梁；
所述支撑横梁的纵向为几字形；其中，所述支撑横梁支撑固定在两个所述立柱之间。
由于支撑横梁的结构在纵向上是对称的结构，能够分散受到的压缩和冲击力，自身纵向承载压缩拉伸的能力较强，使得支撑横梁不容易扭曲变形。
实施中，如图3所示，所述几字形补强件包括横向补强件320；
所述横向补强件320是多个，每个所述横向补强件的端面为几字形；
所述支撑横梁的两个侧边之间间隔固定有所述横向补强件320，所述横向补强件的两个翻边与所述支撑横梁的其中一个侧边固定，所述横向补强件的高边与所述支撑横梁的另一个侧边固定，以工艺调修所述支撑横梁焊接时的变形。
横向补强件的存在，在支撑横梁的翻边被焊接时，能够将焊接产生的力的作用通过横向补强件的作用传递至支撑横梁的的另一个侧边，起到了工艺调修所述支撑横梁焊接时的变形的作用。
图5为图1所示的侧墙窗口结构模块的一层下部支撑横梁的立体示意图；图6为图1所示的侧墙窗口结构模块的一层上部支撑横梁立柱的立体示意图；图7为图1所示的侧墙窗口结构模块的二层下部支撑横梁的立体示意图；图8为图1所示的侧墙窗口结构模块的二层上部支撑横梁的立体示意图。实施中，所述支撑横梁包括：
如图1，图2和图5所示，一层下部支撑横梁311，是固定在下窗口之下的支撑横梁；
如图1，图2和图6所示，一层上部支撑横梁312，是固定在所述下窗口之上的支撑横梁；
如图1，图2和图7所示，二层下部支撑横梁313，是固定在所述窗口墙板的二层地板位置的支撑横梁；
如图1，图2和图8所示，二层上部支撑横梁314，是固定在上窗口之下的支撑横梁；
其中，所述下窗口是所述窗口墙板的两个窗口中位于下方的窗口，所述上窗口是所述窗口墙板的两个窗口中位于上方的窗口。
支撑横梁本身提供横向支撑作用力，同时又将由于窗口墙板的面积自下而上通过设置一层下部支撑横梁，一层上部支撑横梁，二层下部支撑横梁，二层上部支撑横梁的方式将窗口墙板的面积横向分隔为较小的面积，使得侧墙窗口结构模块承载压缩拉伸的能力较强，不容易扭曲变形。
图9为图1所示的侧墙窗口结构模块的一层侧柱的立体示意图。实施中，如图1，图2和图9所示，侧墙窗口结构模块还包括：
多个一层侧柱410，每个所述一层侧柱410的横向为几字形；
每个所述一层侧柱410支撑固定在所述一层上部支撑横梁和所述二层下部支撑横梁之间，且所述一层侧柱的两个翻边固定在所述窗口墙板的内侧。
一层侧柱本身提供纵向支撑作用力，同时又将所述一层上部支撑横梁和所述二层下部支撑横梁之间的面积分隔为更小的面积，使得侧墙窗口结构模块承载压缩拉伸的能力较强，不容易扭曲变形。
图10为图1所示的侧墙窗口结构模块的二层侧柱的立体示意图。实施中，如图1，图2和图10所示，侧墙窗口结构模块还包括：
多个二层侧柱420，每个所述二层侧柱的底面为几字形；
每个所述二层侧柱420支撑固定在所述二层下部横梁和所述二层上部横梁之间，且所述二层侧柱的两个翻边固定在与所述窗口墙板的内侧。
二层侧柱本身提供纵向支撑作用力，同时又将所述二层下部横梁和所述二层上部横梁之间的面积分隔为更小的面积，使得侧墙窗口结构模块承载压缩拉伸的能力较强，不容易扭曲变形。
图11为图1所示的侧墙窗口结构模块的三固定翻边的压型补强横梁的立体示意图；图12为图1所示的侧墙窗口结构模块的两固定翻边的压型补强横梁的立体示意图；图13为图1所示的两固定翻边的压型补强横梁的纵向示意图。实施中，如图1，图2，图11，图12和图13所示，侧墙窗口结构模块还 包括：
多个压型补强横梁，每个所述压型补强横梁的纵向为双几字形；
各个所述压型补强横梁固定在两个所述二层侧柱之间，以及固定在所述二层侧柱和所述立柱之间；所述压型补强横梁两端的翻边固定在所述窗口墙板的内侧。
压型补强横梁本身提供横向支撑作用力，同时又将两个所述二层侧柱之间，所述二层侧柱和所述立柱之间分隔为较小的面积，使得侧墙窗口结构模块承载压缩拉伸的能力较强，不容易扭曲变形。
实施中，如图11和图12所示，所述压型补强横梁的两端具有用于作为形变余量的豁口531。豁口为压型补强横梁的形变提供了空间。
实施中，如图11和图12所示，所述压型补强横梁的翻边是加厚的翻边，以增强纵向承载压缩拉伸的能力。
实施中，如图11，图12和图13所示，所述压型补强横梁的翻边的端部是卷边532，以减小压强增强纵向承载压缩拉伸的能力。
实施中，如图11所示，所述压型补强横梁包括中间的翻边和两端的翻边相平的三固定翻边的压型补强横梁510；
所述三固定翻边的压型补强横梁的中间的翻边固定在所述窗口墙板的内侧，所述三固定翻边的压型补强横梁固定在所述二层上部横梁的下方。
所述三固定翻边的压型补强横梁的三个翻边分隔的面积较小，使得侧墙窗口结构模块承载压缩拉伸的能力较强，不容易扭曲变形。
实施中，如图12和图13所示，所述压型补强横梁包括中间的翻边高于两端的翻边的两固定翻边的压型补强横梁520；
所述两固定翻边的压型补强横梁固定在所述三固定翻边的压型补强横梁之下。
所述压型补强横梁的中间的翻边高于两端的翻边的结构，在压型补强横梁的高边受到力的作用时，压型补强横梁的中间的翻边有较大的发生弹性形变的 空间，纵向承载压缩拉伸的能力较强。
压型补强横梁采用超薄板压型形成的型材与窗口墙板电阻点焊形成封闭型腔室，增加了侧墙侧墙窗口结构模块的刚度，并提高了侧墙窗口结构模块的抗曲屈能力。
图1中的黑点是电阻点焊焊接形成的焊点，在本申请实施例的侧墙窗口结构模块中，大量使用电阻点焊焊接工艺，部分使用局部熔化焊接的工艺，窗口墙板的平面度较高。
实施例二
本申请实施例的列车，包括实施例一所述的侧墙窗口结构模块。
实施中，列车还包括：
多个几字形连接横梁，每个所述几字形连接横梁的翻边横跨两个相邻的所述窗口墙板，且与所述窗口墙板固定，以将两个所述侧墙窗口结构模块固定连接。
这样，通过几字形连接横梁将相邻的两个侧墙窗口结构模块固定连接。
实施中，列车还包括：
多个压型连接横梁，每个所述压型连接横梁的纵向为双几字形；每个所述压型连接横梁的翻边横跨两个相邻的所述窗口墙板，且与所述窗口墙板固定，以将两个所述侧墙窗口结构模块固定连接。
这样，通过压型连接横梁将相邻的两个侧墙窗口结构模块固定连接。
实施中，所述压型连接横梁的两端具有用于作为形变余量的豁口。豁口为压型连接横梁的形变提供了空间。
实施中，所述压型连接横梁的翻边是加厚的翻边。，以增强承载压缩拉伸的能力。
实施中，所述压型连接横梁的翻边的端部是卷边，以减小压强增强纵向承载压缩拉伸的能力。
实施中，所述压型连接横梁包括中间的翻边和两端的翻边相平的三固定翻 边的压型连接横梁；三固定翻边的压型连接横梁的结构与图11所示的三固定翻边的压型补强横梁结构相同；
所述三固定翻边的压型连接横梁的三个翻边与两个相邻的所述窗口墙板固定。
所述三固定翻边的压型连接横梁的三个翻边分隔的面积较小，使得列车承载压缩拉伸的能力较强，不容易扭曲变形。
实施中，所述压型连接横梁包括中间的翻边高于两端的翻边的两固定翻边的压型连接横梁；两固定翻边的压型连接横梁的结构与图12所示的两固定翻边的压型补强横梁结构相同；
所述两固定翻边的压型连接横梁两端的翻边与两个相邻的所述窗口墙板固定。
所述压型连接横梁的中间的翻边高于两端的翻边的结构，在压型连接横梁的高边受到力的作用时，压型连接横梁的中间的翻边有较大的发生弹性形变的空间，列车的承载压缩拉伸的能力较强，不容易扭曲变形。
立柱，支撑横梁，纵向补强件，横向补强件，一层侧柱，二层侧柱，压型补强横梁组成的侧墙窗口结构模块，采用抗屈曲侧墙窗口模型结构，并与其他侧墙模型、侧墙上边梁及补强附件组焊成的侧墙组成，与底架、车顶、端墙部件组成整体的列车后，能够达到压缩3560kN工况、侧向冲击(178kN)工况模拟要求及现车实验要求。
在本申请及其实施例的描述中，需要理解的是，术语“顶”、“底”、“高度”等指示的方位或位置关系为基于附图所示的方位或位置关系，仅是为了便于描述本申请和简化描述，而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作，因此不能理解为对本申请的限制。
在本申请及其实施例中，除非另有明确的规定和限定，术语“设置”、“安装”、“相连”、“连接”、“固定”等术语应做广义理解，例如，可以是固定连接，也可以是可拆卸连接，或成一体；可以是机械连接，也可以是电连接，还可以 是通信；可以是直接相连，也可以通过中间媒介间接相连，可以是两个元件内部的连通或两个元件的相互作用关系。对于本领域的普通技术人员而言，可以根据具体情况理解上述术语在本申请中的具体含义。
在本申请及其实施例中，除非另有明确的规定和限定，第一特征在第二特征之“上”或之“下”可以包括第一和第二特征直接接触，也可以包括第一和第二特征不是直接接触而是通过它们之间的另外的特征接触。而且，第一特征在第二特征“之上”、“上方”和“上面”包括第一特征在第二特征正上方和斜上方，或仅仅表示第一特征水平高度高于第二特征。第一特征在第二特征“之下”、“下方”和“下面”包括第一特征在第二特征正上方和斜上方，或仅仅表示第一特征水平高度小于第二特征。
上文的公开提供了许多不同的实施方式或例子用来实现本申请的不同结构。为了简化本申请的公开，上文中对特定例子的部件和设置进行描述。当然，它们仅仅为示例，并且目的不在于限制本申请。此外，本申请可以在不同例子中重复参考数字和/或参考字母，这种重复是为了简化和清楚的目的，其本身不指示所讨论各种实施方式和/或设置之间的关系。此外，本申请提供了的各种特定的工艺和材料的例子，但是本领域普通技术人员可以意识到其他工艺的应用和/或其他材料的使用。
尽管已描述了本申请一些可选的实施例，但本领域内的技术人员一旦得知了基本创造性概念，则可对这些实施例作出另外的变更和修改。所以，所附权利要求意欲解释为包括可选的实施例以及落入本申请范围的所有变更和修改。
显然，本领域的技术人员可以对本申请进行各种改动和变型而不脱离本申请的精神和范围。这样，倘若本申请的这些修改和变型属于本申请权利要求及其等同技术的范围之内，则本申请也意图包含这些改动和变型在内。

Claims (22)

  1. 一种列车的侧墙窗口结构模块，其特征在于，包括：
    窗口墙板；
    几字形支撑件，所述几字形支撑件的两个翻边固定在所述窗口墙板的内侧；
    几字形补强件，所述几字形补强件的两个翻边与所述几字形支撑件的一个侧边固定，所述几字形补强件拱起的高边与所述几字形支撑件的另一侧边固定以加固所述几字形支撑件；
    其中，所述窗口墙板的内侧是所述窗口墙板朝向所述列车内的一侧。
  2. 根据权利要求1所述的侧墙窗口结构模块，其特征在于，所述几字形支撑件包括立柱；
    所述立柱是两个，每个所述立柱的横向为几字形，两个所述立柱分别位于所述窗口墙板的窗口的两侧。
  3. 根据权利要求2所述的侧墙窗口结构模块，其特征在于，所述几字形补强件包括纵向补强件；
    所述纵向补强件是多个，每个所述纵向补强件的端面为几字形；
    各个所述立柱的两个侧边之间间隔固定有所述纵向补强件，所述纵向补强件的两个翻边与所述立柱的其中一个侧边固定，所述纵向补强件的高边与所述立柱的另一个侧边固定，以补强所述立柱提高所述立柱纵向受力的能力。
  4. 根据权利要求1至3任一所述的侧墙窗口结构模块，其特征在于，所述几字形支撑件还包括支撑横梁；
    所述支撑横梁的纵向为几字形；其中，所述支撑横梁支撑固定在两个所述立柱之间。
  5. 根据权利要求4所述的侧墙窗口结构模块，其特征在于，所述几字形补强件包括横向补强件；
    所述横向补强件是多个，每个所述横向补强件的端面为几字形；
    所述支撑横梁的两个侧边之间间隔固定有所述横向补强件，所述横向补强 件的两个翻边与所述支撑横梁的其中一个侧边固定，所述横向补强件的高边与所述支撑横梁的另一个侧边固定，以工艺调修所述支撑横梁焊接时的变形。
  6. 根据权利要求5所述的侧墙窗口结构模块，其特征在于，所述支撑横梁包括：
    一层下部支撑横梁，是固定在下窗口之下的支撑横梁；
    一层上部支撑横梁，是固定在所述下窗口之上的支撑横梁；
    二层下部支撑横梁，是固定在所述窗口墙板的二层地板位置的支撑横梁；
    二层上部支撑横梁，是固定在上窗口之下的支撑横梁；
    其中，所述下窗口是所述窗口墙板的两个窗口中位于下方的窗口，所述上窗口是所述窗口墙板的两个窗口中位于上方的窗口。
  7. 根据权利要求6所述的侧墙窗口结构模块，其特征在于，还包括：
    多个一层侧柱，每个所述一层侧柱的横向为几字形；
    每个所述一层侧柱支撑固定在所述一层上部支撑横梁和所述二层下部支撑横梁之间，且所述一层侧柱的两个翻边固定在所述窗口墙板的内侧。
  8. 根据权利要求7所述的侧墙窗口结构模块，其特征在于，还包括：
    多个二层侧柱，每个所述二层侧柱的横向为几字形；
    每个所述二层侧柱支撑固定在所述二层下部支撑横梁和所述二层上部支撑横梁之间，且所述二层侧柱的两个翻边固定在与所述窗口墙板的内侧。
  9. 根据权利要求8所述的侧墙窗口结构模块，其特征在于，还包括：
    多个压型补强横梁，每个所述压型补强横梁的纵向为双几字形；
    各个所述压型补强横梁固定在两个所述二层侧柱之间，以及固定在所述二层侧柱和所述立柱之间；所述压型补强横梁两端的翻边固定在所述窗口墙板的内侧。
  10. 根据权利要求9所述的侧墙窗口结构模块，其特征在于，所述压型补强横梁的两端具有用于作为形变余量的豁口。
  11. 根据权利要求10所述的侧墙窗口结构模块，其特征在于，所述压型补 强横梁的翻边是加厚的翻边，以增强纵向承载压缩拉伸的能力。
  12. 根据权利要求11所述的侧墙窗口结构模块，其特征在于，所述压型补强横梁的翻边的端部是卷边，以减小压强增强纵向承载压缩拉伸的能力。
  13. 根据权利要求12所述的侧墙窗口结构模块，其特征在于，所述压型补强横梁包括中间的翻边和两端的翻边相平的三固定翻边的压型补强横梁；
    所述三固定翻边的压型补强横梁的中间的翻边固定在所述窗口墙板的内侧，所述三固定翻边的压型补强横梁固定在所述二层上部横梁的下方。
  14. 根据权利要求12所述的侧墙窗口结构模块，其特征在于，所述压型补强横梁包括中间的翻边高于两端的翻边的两固定翻边的压型补强横梁；
    所述两固定翻边的压型补强横梁固定在所述三固定翻边的压型补强横梁之下。
  15. 一种列车，其特征在于，包括权利要求1至14任一所述的侧墙窗口结构模块。
  16. 根据权利要求15所述的列车，其特征在于，还包括：
    多个几字形连接横梁，每个所述几字形连接横梁的翻边横跨两个相邻的所述窗口墙板，且与所述窗口墙板固定，以将两个所述侧墙窗口结构模块固定连接。
  17. 根据权利要求15所述的列车，其特征在于，还包括：
    多个压型连接横梁，每个所述压型连接横梁的纵向为双几字形；每个所述压型连接横梁的翻边横跨两个相邻的所述窗口墙板，且与所述窗口墙板固定，以将两个所述侧墙窗口结构模块固定连接。
  18. 根据权利要求17所述的列车，其特征在于，所述压型连接横梁的两端具有用于作为形变余量的豁口。
  19. 根据权利要求18所述的列车，其特征在于，所述压型连接横梁的中间的翻边是加厚的翻边。
  20. 根据权利要求19所述的列车，其特征在于，所述压型连接横梁的中间 的翻边的端部是卷边。
  21. 根据权利要求20所述的列车，其特征在于，所述压型连接横梁包括中间的翻边和两端的翻边相平的三固定翻边的压型连接横梁；
    所述三固定翻边的压型连接横梁的三个翻边与两个相邻的所述窗口墙板固定。
  22. 根据权利要求20所述的列车，其特征在于，所述压型连接横梁包括中间的翻边高于两端的翻边的两固定翻边的压型连接横梁；
    所述两固定翻边的压型连接横梁两端的翻边与两个相邻的所述窗口墙板固定。
PCT/CN2019/090890 2018-12-25 2019-06-12 一种列车的侧墙窗口结构模块及列车 WO2020133940A1 (zh)

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