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TWI761185B - Bolsterless railway bogie frame - Google Patents

Bolsterless railway bogie frame Download PDF

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TWI761185B
TWI761185B TW110114693A TW110114693A TWI761185B TW I761185 B TWI761185 B TW I761185B TW 110114693 A TW110114693 A TW 110114693A TW 110114693 A TW110114693 A TW 110114693A TW I761185 B TWI761185 B TW I761185B
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Taiwan
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rib
plate surface
rail vehicle
length
bogie frame
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TW110114693A
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Chinese (zh)
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TW202241744A (en
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陳勇全
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國立屏東科技大學
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Abstract

A bolsterless Railway bogie frame is disclosure, which comprises a pair of load bearing parts and a pair of supporting parts. The two load bearing parts are connected with the carriage unit of the railway bogie and connected with each other by a connecting part. The two supporting parts are respectively connected to the front and rear ends of the bearing part. The head and tail ends of each supporting part are respectively provided with a wheel frame part, which is connected with each wheel axle. Each wheel frame part is provided with an upper plate surface and a lower plate surface. The clamping space is respectively provided with a plurality of ribs in sequence, and the top and bottom opposite ends of each rib are respectively connected with the upper plate surface and the lower plate surface. The ribs include a first rib and a second rib. The first length is formed by a connecting line between the first rib and the second rib of the upper plate surface. The connecting line between the first rib and the second rib of the lower plate surface forms a second length, and the second length is greater than the first length.

Description

無承樑式軌道車輛轉向架框架 Boltless rail vehicle bogie frame

本發明係一種無承樑式軌道車輛轉向架框架,特別是有關於一種以以結構設計有效降低重量,且又能達成穩定之強度的無承樑式軌道車輛轉向架框架。 The invention relates to a bolsterless rail vehicle bogie frame, in particular to a bolsterless rail vehicle bogie frame that can effectively reduce weight through structural design and can achieve stable strength.

轉向架是鐵路車輛結構中最為重要的部件之一,其主要作用是增加車輛的載重、長度與容積,提高列車的運行速度,並在規定的線路軌道條件下低速或高速運行時都具有良好的運行品質,以保護車輛和貨物,滿足鐵路運輸發展的需要。輕量化的方式有許多種,主要是材料的變化與結構設計,然而輕量化的結構設計,通常係以電腦模擬作為減少實作風險的方式,提升材料結構設計技術乃指增加模擬設計能量,使模擬設計結果與產品實際量測的差異性降低。此技術藉由對材料性能(應力與應變關係及材料破壞力學特性)的掌握,配合適當的數值模擬方法,以期精確評估結構由承受載重至結構破壞的力量與變形關係,如此可降低結構設計數值模擬時的安全係數、達到結構設計輕量化之目的。 The bogie is one of the most important components in the structure of railway vehicles. Its main function is to increase the load, length and volume of the vehicle, improve the running speed of the train, and have good performance when running at low speed or high speed under the specified line track conditions. Operational quality to protect vehicles and goods and meet the needs of railway transportation development. There are many ways to reduce weight, mainly material changes and structural design. However, lightweight structural design usually uses computer simulation as a way to reduce the risk of implementation. Improving material structure design technology refers to increasing the simulation design energy, so that the The discrepancy between simulated design results and actual product measurements is reduced. This technology is based on the mastery of material properties (stress-strain relationship and material failure mechanical properties), with appropriate numerical simulation methods, in order to accurately evaluate the force and deformation relationship of the structure from bearing load to structural failure, which can reduce the structural design value. The safety factor during the simulation can achieve the purpose of lightweight structural design.

目前之轉向架框主要為以A42 FP型鋼板為基礎之全熔接構造所製,如法國標準NF A36-205所述。鋼板經切割、噴砂、修整、折摺及製備,再熔接組合一起,以形成匣形之次組件,此等在最後之組合工作中建造成最後 之架框。自該文獻且自習知技術之轉向架可見,如何製造轉向架框之研究主要著眼於鋼之使用,且尤其是鋼;因此可知上述方案僅以材料為降低重量之方式進行,完全沒有揭露出以具體的結構設計方式來有效降低重量,且又能達成穩定之強度的設計方向。 The current bogie frame is mainly made of a fully welded structure based on A42 FP type steel plate, as described in the French standard NF A36-205. The steel plates are cut, sandblasted, trimmed, folded and prepared, then welded and assembled together to form box-shaped subassemblies, which are constructed in the final assembly work to form the final frame. From this document and from the bogies of the prior art, it can be seen that the research on how to manufacture the bogie frame mainly focuses on the use of steel, especially steel; therefore, it can be seen that the above solution is only carried out in a way of reducing weight, and there is no disclosure at all about the use of steel. The specific structural design method can effectively reduce the weight and achieve the design direction of stable strength.

目前傳統的結構模擬設計分析軟體如ANSYS、ABAQUS等,是將測試試片的實驗量測結果(應力與應變曲線)當作已知的材料物理特性。藉此已知的物理特性與結構可能的受力條件,經由整體結構的離散化與數值計算,而獲得整體結構應力與應變的反應,經由安全係數(由實驗量測結果或設計經驗假設)評估結構的承載力。由此方式所獲得的結構承載力,因結構分析時僅考量材料拉伸或壓縮測試結果,所以評估結構承載力時必須給予較大的安全係數,以確保結構的安全性。先進的結構模擬設計分析軟體技術能夠藉由微觀力學的觀點去分析每一個單元,觀察單元應力是否達所有破壞準則(Tsai-Hill、Tsai-Wu、Max Stress、Max Strain等)可能破壞的臨界條件。藉由在轉向架中設置強化肋條的結構並非少見,但強化肋條間對應轉向架的壽命關係卻尚未被揭露過。 At present, the traditional structural simulation design and analysis software such as ANSYS, ABAQUS, etc., regard the experimental measurement results (stress and strain curves) of the test specimens as the known physical properties of the material. Based on the known physical properties and possible stress conditions of the structure, through the discretization and numerical calculation of the overall structure, the response of the stress and strain of the overall structure is obtained, and the safety factor (by experimental measurement results or design experience assumptions) is evaluated. bearing capacity of the structure. The structural bearing capacity obtained in this way, because only the material tensile or compression test results are considered in the structural analysis, a large safety factor must be given when evaluating the structural bearing capacity to ensure the safety of the structure. The advanced structural simulation design analysis software technology can analyze each element from the point of view of micro mechanics, and observe whether the element stress reaches the critical condition that all failure criteria (Tsai-Hill, Tsai-Wu, Max Stress, Max Strain, etc.) may fail. . It is not uncommon to arrange reinforcement ribs in the bogie, but the relationship between the reinforcement ribs and the life of the bogie has not been disclosed.

本發明主要目的在於提供一種無承樑式軌道車輛轉向架框架,應用框架內部的補強肋的配置型式、補強肋對框架構成的支撐比例關係,取得最佳使用壽命。 The main purpose of the present invention is to provide a bolsterless rail vehicle bogie frame, which can achieve the best service life by applying the configuration pattern of the reinforcement ribs inside the frame and the support ratio relationship formed by the reinforcement ribs to the frame.

為達成上述目的,本發明的技術手段在於提供一種無承樑式軌道車輛轉向架框架,包括:一對承載部,用以連接該軌道車輛之一車廂單元,該對承載部以一連接部相互連接;以及一對支撐部,係分別連接於該承載部前後 兩端,每個支撐部的頭尾兩端各具有一輪架部,以與各車輪之輪軸連接,每個輪架部具有一上板面與相面對的下板面,該上板面與該下板面之間分別依序設有多個強化的肋片,每個肋片之頂底相對兩端分別連接於該上板面與該下板面,該些肋片包含一第一肋片與一第二肋片,該第一肋片與該第二肋片皆為實心結構,該上板面之與該第一肋片的連接位置至與該第二肋片的連接位置形成一第一長度,且該下板面之與該第一肋片的連接位置至與該第二肋片的連接位置形成一第二長度,該第二長度與該第一長度之比例為2.08:1。 In order to achieve the above object, the technical means of the present invention is to provide a bolsterless rail vehicle bogie frame, comprising: a pair of bearing parts for connecting a carriage unit of the rail vehicle, the pair of bearing parts are connected to each other by a connecting part connection; and a pair of support parts, which are respectively connected to the front and rear of the bearing part At both ends, the head and tail ends of each support part respectively have a wheel frame part to be connected with the axle of each wheel, and each wheel frame part has an upper plate surface and an opposite lower plate surface, the upper plate surface is connected with the axle of each wheel. A plurality of reinforced fins are arranged between the lower plate surfaces in sequence, and opposite ends of the top and bottom of each rib are respectively connected to the upper plate surface and the lower plate surface, and the fins include a first rib fin and a second rib, the first rib and the second rib are both solid structures, the connection position between the upper plate surface and the first rib to the connection position with the second rib forms a The first length, and the connection position of the lower plate surface with the first rib to the connection position with the second rib forms a second length, and the ratio of the second length to the first length is 2.08:1 .

在一些實施例中,該承載部係以其頂面負載該車廂單元,該些輪架部係以其下板面架設於對應的該輪軸上。 In some embodiments, the top surface of the bearing portion supports the carriage unit, and the lower plate surfaces of the wheel frame portions are mounted on the corresponding wheel axles.

在一些實施例中,該些強化的肋片依序為該第一肋片、該第二肋片、一第三肋片以及一第四肋片。 In some embodiments, the reinforced ribs are the first rib, the second rib, a third rib and a fourth rib in sequence.

在一些實施例中,該上板面與該下板面之間的空間,由該第一肋片與該第二肋片區隔為一第一支撐空間、由該第二肋片與該第三肋片區隔為一第二支撐空間以及由該第三肋片與該第四肋片區隔出一第三支撐空間。 In some embodiments, the space between the upper plate surface and the lower plate surface is divided into a first support space by the first rib and the second rib, and a first support space by the second rib and the third rib The rib is divided into a second supporting space and a third supporting space is divided by the third rib and the fourth rib.

在一些實施例中,該軌道車輛為捷運列車或輕軌列車。 In some embodiments, the rail vehicle is a rapid transit train or a light rail train.

本發明的特點在於:本發明應用多個補強肋片設置在轉向架框架內,以維持原本用實心鋼材的轉向架結構才能達到的強度,進而降低重量。本發明更能在輕量化之餘,利用強化肋片與轉向架框架之間的比例關係,達成最佳的抗疲勞壽命。 The characteristics of the present invention are: the present invention applies a plurality of reinforcing ribs to be arranged in the bogie frame to maintain the strength that can only be achieved by the bogie structure originally made of solid steel, thereby reducing the weight. The invention can achieve the best anti-fatigue life by utilizing the proportional relationship between the reinforcing rib and the bogie frame while reducing the weight.

1,1’:轉向架框架 1,1': bogie frame

2,2’:承載部 2,2': Bearing part

21:連接部 21: Connection part

3,3’:支撐部 3,3': Support part

31:輪架部 31: Wheel frame

311:上板面 311: Upper board surface

312:下板面 312: Lower board surface

4:肋片 4: Ribs

41:第一肋片 41: The first rib

42:第二肋片 42: Second rib

43:第三肋片 43: Third rib

44:第四肋片 44: Fourth rib

51:第一支撐空間 51: The first support space

52:第二支撐空間 52: Second support space

53:第三支撐空間 53: The third support space

C,C’:軌道車輛 C, C': rail vehicle

C1:車廂單元 C1: carriage unit

C2:車輪之輪軸 C2: Wheel axle

C3,C4:緩衝單元 C3, C4: Buffer unit

L1:第一長度 L1: first length

L2:第二長度 L2: second length

[圖1A]為本發明一實施例之捷運式軌道車輛及其轉向架框架的使用示意圖;[圖1B]為圖1之轉向架框架的前視圖; [圖2]為本發明一實施例之軌道車輛轉向架框架的立體圖;[圖3]為圖2實施例之俯視圖;[圖4A]為圖3之剖面線4A-4A的剖面圖;[圖4B]為本發明一實施例之轉向架框架的壽命趨勢圖;[圖4C]為本發明一實施例之轉向架框架的最小壽命位置分析圖;[圖5]為本發明另一實施例之軌道車輛轉向架框架的立體圖;[圖6]為圖5之轉向架框架的前視圖;及[圖7]為本發明一實施例之應用於輕軌式軌道車輛及其轉向架框架的示意圖。 [FIG. 1A] is a schematic diagram of the use of a rapid transit rail vehicle and its bogie frame according to an embodiment of the present invention; [FIG. 1B] is a front view of the bogie frame of FIG. 1; [FIG. 2] is a perspective view of a rail vehicle bogie frame according to an embodiment of the present invention; [FIG. 3] is a top view of the embodiment of FIG. 2; [FIG. 4A] is a cross-sectional view of the section line 4A-4A of FIG. 4B] is a life trend diagram of the bogie frame according to an embodiment of the present invention; [Fig. 4C] is an analysis diagram of the minimum life position of the bogie frame according to an embodiment of the present invention; [Fig. 5] is another embodiment of the present invention. A perspective view of a rail vehicle bogie frame; [ FIG. 6 ] is a front view of the bogie frame of FIG. 5 ; and [ FIG. 7 ] is a schematic diagram of an embodiment of the present invention applied to a light rail vehicle and its bogie frame.

茲配合圖式將本創作實施例詳細說明如下,其所附圖式主要為簡化之示意圖,僅以示意方式說明本創作之基本結構,因此在該等圖式中僅標示與本創作有關之元件,且所顯示之元件並非以實施時之數目、形狀、尺寸比例等加以繪製,其實際實施時之規格尺寸實為一種選擇性之設計,且其元件佈局形態有可能更為複雜。 The embodiments of the present creation are described in detail as follows in conjunction with the drawings. The accompanying drawings are mainly simplified schematic diagrams, and only illustrate the basic structure of the present creation in a schematic way. Therefore, only the elements related to the present creation are indicated in these drawings. , and the displayed components are not drawn according to the number, shape, size ratio, etc. of the actual implementation. The size of the actual implementation is actually a selective design, and the layout of the components may be more complicated.

以下各實施例的說明是參考附加的圖式,用以例示本發明可據以實施的特定實施例。本發明所提到的方向用語,例如「上」、「下」、「前」、「後」、「左」、「右」、「內」、「外」、「側面」等,僅是參考附加圖式的方向。因此,使用的方向用語是用以說明及理解本申請,而非用以限制本申請,另外,在說明書中,除非明確地描述為相反的,否則詞語「包括」或「包含」應被解釋為意指包括該元件,但是不排除任何其它元件。 The following descriptions of the various embodiments refer to the accompanying drawings to illustrate specific embodiments in accordance with which the invention may be practiced. The directional terms mentioned in the present invention, such as "up", "down", "front", "rear", "left", "right", "inside", "outside", "side", etc., are only for reference Additional schema orientation. Therefore, the directional terms used are used to describe and understand the application, not to limit the application. In addition, in the specification, unless explicitly described to the contrary, the word "comprising" or "comprising" should be construed as This element is meant to be included, but not to the exclusion of any other element.

請參照圖1A、圖1B、圖2至圖4所示。本實施例之軌道車輛C係以捷運列車為例,其轉向架框架1,包括:一對承載部2以及一對支撐部 3。該對承載部2連接該軌道車輛C之一車廂單元C1,且該對承載部2以一連接部21相互連接成一整體;該兩支撐部3,係分別連接於對應的該承載部2的前、後端,使該承載部2位於該支撐部3的中段,每個支撐部3相對於該中段的頭、尾兩端各具有一輪架部31,以與各車輪之輪軸C連接,每個輪架部31具有互相面對面的一上板面311與下板面312,該上板面311與該下板面312之間分別設有多個強化的肋片4,每個肋片4之相對的頂底兩端分別連接於該上板面311與該下板面312,該些肋片4包含一第一肋片41與一第二肋片42,該上板面311與該第一肋片41的連接位置至該上板面31與該第二肋片42的連接位置,該上板面31的該段連接位置形成一第一長度L1,且該下板面312與該第一肋片41的連接位置至該下板面312與該第二肋片42的連接位置,該下板面312的該段連接位置形成一第二長度L2,該第二長度L2大於該第一長度L1。 Please refer to FIG. 1A , FIG. 1B , and FIG. 2 to FIG. 4 . The rail vehicle C in this embodiment takes a MRT train as an example. The bogie frame 1 includes: a pair of bearing parts 2 and a pair of support parts 3. The pair of bearing parts 2 are connected to a carriage unit C1 of the rail vehicle C, and the pair of bearing parts 2 are connected to each other as a whole by a connecting part 21 ; the two supporting parts 3 are respectively connected to the front of the corresponding bearing part 2 . , the rear end, so that the bearing part 2 is located in the middle section of the support part 3, each support part 3 has a wheel frame part 31 at the head and tail ends of the middle section, so as to connect with the axle C of each wheel, each The wheel frame portion 31 has an upper plate surface 311 and a lower plate surface 312 facing each other, a plurality of reinforced fins 4 are respectively provided between the upper plate surface 311 and the lower plate surface 312, and each rib 4 is opposite to each other. The top and bottom ends of the fins are respectively connected to the upper plate surface 311 and the lower plate surface 312, the ribs 4 include a first rib 41 and a second rib 42, the upper plate surface 311 and the first rib The connection position of the sheet 41 is to the connection position of the upper plate surface 31 and the second rib 42, the connection position of the upper plate surface 31 forms a first length L1, and the lower plate surface 312 and the first rib The connection position of the sheet 41 is to the connection position of the lower plate surface 312 and the second rib 42, and this section of the connection position of the lower plate surface 312 forms a second length L2, and the second length L2 is greater than the first length L1 .

具體而言,如圖1A、圖1B所示,該轉向架框架1的該承載部2係以其頂面透過一緩衝單元C3如彈簧等,負載該車廂單元C1;相同地,該些輪架部31係以其下板面312透過一緩衝單元C4架設於對應的該車輪之輪軸C2上。 Specifically, as shown in FIG. 1A and FIG. 1B , the top surface of the bearing portion 2 of the bogie frame 1 supports the carriage unit C1 through a buffer unit C3 such as a spring, etc.; similarly, the wheel frames The lower plate surface 312 of the portion 31 is erected on the corresponding axle C2 of the wheel through a buffer unit C4.

如圖4A至4C所示。如前所述本實施例之該轉向架框架1的第一長度L1、第二長度L2,且為了提高轉向架之壽命,該第二長度需略大於該第一長度,其補強的肋片4(即第一肋片41與第二肋片42)與該轉向架框架1的上板面311、一板面312之位置的相對關係及板厚之最佳化如下表1所示,且其疲勞壽命分析如下表2所示:

Figure 110114693-A0305-02-0007-1
Figure 110114693-A0305-02-0008-2
As shown in Figures 4A to 4C. As mentioned above, the first length L1 and the second length L2 of the bogie frame 1 of the present embodiment, and in order to improve the life of the bogie, the second length needs to be slightly larger than the first length, and the reinforced rib 4 (namely, the first rib 41 and the second rib 42 ) and the relative relationship between the positions of the upper plate surface 311 and the first plate surface 312 of the bogie frame 1 and the optimization of the plate thickness are shown in Table 1 below, and the The fatigue life analysis is shown in Table 2 below:
Figure 110114693-A0305-02-0007-1
Figure 110114693-A0305-02-0008-2

Figure 110114693-A0305-02-0008-3
Figure 110114693-A0305-02-0008-3

再請參照圖4B之轉向架框架的壽命趨勢圖及圖4C的的最小壽命位置電腦摸擬分析圖,由此可知,該第一長度L1與該第二長度L2之最佳比例為1:2.08,且以此最佳比例為基準,當該第一長度L1固定、該第二長度L2變大時,其疲勞壽命略減,當該第二長度L2變小時,其疲勞壽命大幅降低。 Please refer to the life trend diagram of the bogie frame in FIG. 4B and the computer simulation analysis diagram of the minimum life position in FIG. 4C , it can be seen that the optimal ratio of the first length L1 to the second length L2 is 1:2.08 , and based on this optimal ratio, when the first length L1 is fixed and the second length L2 is increased, the fatigue life is slightly reduced, and when the second length L2 is reduced, the fatigue life is greatly reduced.

如圖4A所示,在一些強化的肋片4的設計實施例中,該些強化的肋片4可為四片,依序為第一肋片41、第二肋片42、第三肋片43以及第四肋片44。該上板面311與該下板面312之間的空間,係由該第一肋片41與該第二肋片42區隔為一第一支撐空間51、由該第二肋片42與該第三肋片43區隔為一第二支撐空間52以及由該第三肋片43與該第四肋片44區隔出一第三支撐空間53。 As shown in FIG. 4A , in some design embodiments of the reinforced fins 4 , the reinforced fins 4 may be four, which are the first rib 41 , the second rib 42 , and the third rib in sequence. 43 and the fourth rib 44. The space between the upper plate surface 311 and the lower plate surface 312 is divided by the first rib 41 and the second rib 42 into a first support space 51 , and the second rib 42 and the The third rib 43 is divided into a second supporting space 52 and a third supporting space 53 is divided by the third rib 43 and the fourth rib 44 .

請再參照圖5、圖6及圖7所示,其為本發明的另一實施例,即應用於輕軌列車之轉向架框架1’,其相對應的承載部2’及支撐部3’如圖5、圖6所揭示,其功能性外觀、補強肋片的結構特徵與前述之應用於捷運列車的轉向架框架1相似,在些自不贅述。 Please refer to FIG. 5 , FIG. 6 and FIG. 7 , which is another embodiment of the present invention, that is, a bogie frame 1 ′ applied to a light rail train. The corresponding bearing portion 2 ′ and supporting portion 3 ′ are as shown in As shown in FIG. 5 and FIG. 6 , the functional appearance and the structural features of the reinforcing rib are similar to the aforementioned bogie frame 1 applied to the MRT train, and will not be repeated here.

縱上所述,本發明充分利用了設置在轉向架框架內的多個補強肋片,以減輕原本需使用體積更大的鋼材結構才能達到的強度,可有效地降低重量,更進一步地,輕量化之餘,本發明利用肋片與轉向架框架之間結構、比例關係,找到在第一長度固定之下,其對應的第二長度的最佳化長度關係,可達成最佳的抗疲勞壽命。 As mentioned above, the present invention makes full use of a plurality of reinforcing ribs arranged in the bogie frame to reduce the strength that can only be achieved by using a steel structure with a larger volume, which can effectively reduce the weight, and further, light weight. In addition to quantification, the present invention utilizes the structural and proportional relationship between the rib and the bogie frame to find the optimal length relationship of the corresponding second length under the fixed first length, which can achieve the best anti-fatigue life. .

上述實施例或實施形態僅例示性說明本發明之原理、特點及其功效,並非用以限制本發明之可實施範疇,任何熟習此項技藝之人士均可在不違背本發明之精神及範疇下,對上述實施形態進行修飾與改變。任何運用本發明所揭示內容而完成之等效改變及修飾,均仍應為下述之申請專利範圍所涵蓋。 The above-mentioned embodiments or embodiments are only illustrative of the principles, features and effects of the present invention, and are not intended to limit the applicable scope of the present invention. Anyone skilled in the art can do so without violating the spirit and scope of the present invention. , modify and change the above-mentioned embodiment. Any equivalent changes and modifications made by using the contents disclosed in the present invention should still be covered by the following claims.

1:轉向架框架 1: bogie frame

2:承載部 2: Bearing part

3:支撐部 3: Support part

31:輪架部 31: Wheel frame

311:上板面 311: Upper board surface

312:下板面 312: Lower board surface

4:肋片 4: Ribs

41:第一肋片 41: The first rib

42:第二肋片 42: Second rib

43:第三肋片 43: Third rib

44:第四肋片 44: Fourth rib

51:第一支撐空間 51: The first support space

52:第二支撐空間 52: Second support space

53:第三支撐空間 53: The third support space

L1:第一長度 L1: first length

L2:第二長度 L2: second length

Claims (6)

一種無承樑式軌道車輛轉向架框架,包括:一對承載部,係連接該軌道車輛之一車廂單元,該對承載部以一連接部互相連接;以及一對支撐部,係分別連接於該對應的承載部前後端,每個支撐部的頭尾兩端各具有一輪架部,以與各車輪之輪軸連接,每個輪架部具有一上板面與相面對的下板面,該上板面與該下板面之間設有多個強化的肋片,每個肋片之頂底相對兩端分別連接於該上板面與該下板面,該些肋片包含一第一肋片與一第二肋片,該第一肋片與該第二肋片皆為實心結構,該上板面與該第一肋片的連接位置至該上板面與該第二肋片的連接位置形成一第一長度,且該下板面與該第一肋片的連接位置至該下板面與該第二肋片的連接位置形成一第二長度,該第二長度與該第一長度之比例為2.08:1。 A bolsterless rail vehicle bogie frame, comprising: a pair of bearing parts connected to a carriage unit of the rail vehicle, the pair of bearing parts are connected to each other by a connecting part; and a pair of support parts, respectively connected to the Corresponding to the front and rear ends of the bearing parts, the head and tail ends of each support part respectively have a wheel frame part to be connected with the axle of each wheel, and each wheel frame part has an upper plate surface and an opposite lower plate surface. A plurality of reinforced ribs are arranged between the upper plate surface and the lower plate surface, the opposite ends of the top and bottom of each rib are respectively connected to the upper plate surface and the lower plate surface, and the ribs include a first A rib and a second rib, the first rib and the second rib are both solid structures, the connection position of the upper plate surface and the first rib is to the connection position between the upper plate surface and the second rib The connection position forms a first length, and the connection position of the lower plate surface and the first rib to the connection position of the lower plate surface and the second rib forms a second length, and the second length is the same as the first length. The ratio of lengths is 2.08:1. 如請求項1所述無承樑式軌道車輛轉向架框架,其中該承載部係以其頂面負載該車廂單元,該些輪架部係以其下板面架設於對應的該輪軸上。 The bolsterless rail vehicle bogie frame of claim 1, wherein the top surface of the bearing portion supports the carriage unit, and the lower deck surfaces of the wheel frame portions are mounted on the corresponding wheel axles. 如請求項1所述無承樑式軌道車輛轉向架框架,其中該些強化的肋片依序為該第一肋片、該第二肋片、一第三肋片以及一第四肋片。 The bolsterless rail vehicle bogie frame of claim 1, wherein the reinforced ribs are the first rib, the second rib, a third rib, and a fourth rib in sequence. 如請求項1所述無承樑式軌道車輛轉向架框架,其中該上板面與該下板面之間的空間,由該第一肋片與該第二肋片區隔為一第一支撐空間、由該第二肋片與該第三肋片區隔為一第二支撐空間以及由該第三肋片與該第四肋片區隔出一第三支撐空間。 The bolsterless rail vehicle bogie frame of claim 1, wherein the space between the upper deck and the lower deck is divided into a first support space by the first rib and the second rib . The second rib and the third rib are partitioned into a second support space, and the third rib and the fourth rib are partitioned into a third support space. 如請求項1所述無承樑式軌道車輛轉向架框架,其中該軌道車輛為捷運列車。 The bolsterless rail vehicle bogie frame of claim 1, wherein the rail vehicle is a rapid transit train. 如請求項1所述無承樑式軌道車輛轉向架框架,其中該軌道車輛為輕軌列車。 The bolsterless rail vehicle bogie frame of claim 1, wherein the rail vehicle is a light rail train.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4351242A (en) * 1980-02-19 1982-09-28 E. I. Du Pont De Nemours And Company Railway car truck side frame
CN1140676A (en) * 1995-07-13 1997-01-22 阿姆斯泰德工业公司 Lightweight railcar truck sideframe with increased resistance to lateral twisting
CN201506365U (en) * 2009-09-25 2010-06-16 中国北车集团大连机车车辆有限公司 B-type urban rail car bogie end beam
TW201410524A (en) * 2012-05-21 2014-03-16 Nippon Steel & Sumitomo Metal Corp Bogie frame for railway vehicle
WO2016178265A1 (en) * 2015-05-01 2016-11-10 株式会社日立製作所 Rail vehicle
CN110979380A (en) * 2019-12-20 2020-04-10 中车长春轨道客车股份有限公司 Framework device based on novel primary suspension and longitudinal motor

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4351242A (en) * 1980-02-19 1982-09-28 E. I. Du Pont De Nemours And Company Railway car truck side frame
CN1140676A (en) * 1995-07-13 1997-01-22 阿姆斯泰德工业公司 Lightweight railcar truck sideframe with increased resistance to lateral twisting
CN201506365U (en) * 2009-09-25 2010-06-16 中国北车集团大连机车车辆有限公司 B-type urban rail car bogie end beam
TW201410524A (en) * 2012-05-21 2014-03-16 Nippon Steel & Sumitomo Metal Corp Bogie frame for railway vehicle
WO2016178265A1 (en) * 2015-05-01 2016-11-10 株式会社日立製作所 Rail vehicle
CN110979380A (en) * 2019-12-20 2020-04-10 中车长春轨道客车股份有限公司 Framework device based on novel primary suspension and longitudinal motor

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