EQ1135F19D東風(fēng)重型汽車9噸級驅(qū)動橋橋殼設(shè)計【優(yōu)秀課程畢業(yè)設(shè)計帶任務(wù)書+開題報告+中期報告+答辯ppt+外文翻譯】

EQ1135F19D東風(fēng)重型汽車9噸級驅(qū)動橋橋殼設(shè)計【優(yōu)秀課程畢業(yè)設(shè)計帶任務(wù)書+開題報告+中期報告+答辯ppt+外文翻譯】

EQ1135F19D東風(fēng)重型汽車9噸級驅(qū)動橋橋殼設(shè)計

九噸級驅(qū)動橋橋殼設(shè)計研究

摘要：汽車的驅(qū)動橋處于傳動系的尾端，是汽車的特別重要的一個部件，它的基本功用是增大由傳動軸或直接由變速器傳來的轉(zhuǎn)矩，將轉(zhuǎn)矩分配給左、右驅(qū)動車輪，并使兩個車輪具備汽車行駛運動學(xué)所要求的差速功效。而本文則重點介紹9噸級加強型驅(qū)動橋設(shè)計的全過程。這對于我們以后從事設(shè)計工作是非常有用的。

關(guān)鍵詞：主減速器；橋殼；差速器；后橋

Study on Design of nine ton drive axle housing

  Abstract：Bridge car drivers drive at the end of，It is a very important car parts and increasing the skills used by the drive shaft or transmission came directly from the torque，Torque will be allocated to the left 、Right drive wheels And the wheels of vehicles travelling around kinematics requested by the differential function; At the same time, drivers also have to face the role of bridge and the road between the frame or body of the lead hammer, vertical and horizontal force and torque force. In the general structure of the vehicle, including the driver reducer Bridge (also known as the main transmission), differential, transmission and drive wheels and axle housings and other components. For all the different types and purposes of the car, the right to determine the structure of the engine and successfully integrate them into an overall portfolio - Driver Bridge, is the designer must first solve the problems. This paper will focus on strengthening drive 9-ton bridge design as a whole. This is very useful for us in the design work

  Key words：rear axle；final drive；axle housing ；differential

目 錄

1緒論 1

2 驅(qū)動橋的結(jié)構(gòu)組成、功能、工作特點及設(shè)計要求 2

3 主減速器 3

3.1 主減速器的功能和結(jié)構(gòu)形式 3

3.1.1 主減速器的齒輪類型 3

3.1.2 主減速器的減速形式 3

3.2主減速器齒輪的主要參數(shù)和強度計算 3

3.2.1 減速器齒輪載荷的確定 3

3.2.2 主減速器準(zhǔn)雙曲面齒輪參數(shù) 4

3.2.3 主減速器齒輪的強度設(shè)計計算 5

3.2.4 主減速器錐齒輪軸承的載荷計算 7

4 差速器 13

4.1差速器齒輪參數(shù)的選擇和計算 11

4.1.1 差速器的作用及型式的選擇 11

4.1.2 行星齒輪球面半徑的確定 12

4.1.3 行星齒輪和半軸齒輪齒數(shù)、 12

4.1.4 差速器圓錐齒輪模數(shù)及半軸齒輪節(jié)圓直徑的初步確定 13

4.1.5 壓力角和軸交角 13

4.1.6 半軸齒輪齒面寬 13

4.1.7 齒側(cè)間隙的選擇 14

4.2 差速器齒輪強度的計算 14

4.2.1 計算部位 14

4.2.2 負(fù)荷條件 14

4.2.3 差速齒輪的強度計算 15

5 驅(qū)動橋殼 16

5.1本次設(shè)計的驅(qū)動橋殼的有關(guān)參數(shù) 16

5.2驅(qū)動橋殼的結(jié)構(gòu)選擇 17

5.3橋殼的受力分析及強度計算 18

5.3.1 危險斷面距車輪中心的距 18

5.3.2 危險斷面系數(shù)的計算 19

5.3.3 三種工況下橋殼載荷的計算 21

6 驅(qū)動橋螺旋錐齒輪的優(yōu)化設(shè)計 27

6.1建立優(yōu)化數(shù)學(xué)模型 27

6.1.1 目標(biāo)函數(shù) 27

6.1.2 約束條件 28

6.1.3 數(shù)學(xué)模型 28

6.1.4 應(yīng)用MATLAB進(jìn)行計算 29

7  總結(jié)與展望 30

致謝 31

參考文獻(xiàn)： 32

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九噸級驅(qū)動橋橋殼設(shè)計研究.doc

九噸級驅(qū)動橋橋殼設(shè)計研究中期報告.doc

九噸級驅(qū)動橋橋殼設(shè)計研究開題報告.doc

九噸級驅(qū)動橋橋殼設(shè)計研究答辯ppt.pptx

外文文獻(xiàn)原文.doc

外文翻譯.doc

文件清單.txt

驅(qū)動橋裝配圖.dwg