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1、冷軋板帶鋼課程設(shè)計遼寧科技大學(xué)課程設(shè)計說明書設(shè)計題目0.75×1500mm冷軋薄板學(xué)院材料與冶金學(xué)院專業(yè)材料成型及控制工程09-5姓名指導(dǎo)教師成績目錄1綜述............................................................................................................................11.1冷軋概念...............................................................
2、............................................11.2冷軋板帶鋼的優(yōu)勢...........................................................................................11.3冷軋工藝特點...................................................................................................12規(guī)格及工藝................
3、...............................................................................................32.1規(guī)格...................................................................................................................32.2冷軋薄板生產(chǎn)及工藝流程................................................
4、...............................33軋制規(guī)程制定............................................................................................................53.1壓下制度.........................................................................................................53.2張力制度...........
5、..............................................................................................63.3速度制度.........................................................................................................64軋制力計算.................................................................
6、...............................................75設(shè)備強度及能力校核..............................................................................................105.1咬入能力校核.................................................................................................105.2軋輥強度校核........
7、.........................................................................................115.2.1工作輥校核.............................................................錯誤未定義書簽。5.2.2支承輥校核.............................................................................................145.3
8、接觸應(yīng)力校核.........................................
