QD10t-22.5m 箱型雙梁橋式起重機(jī)主梁及端梁設(shè)計(jì)（含CAD圖紙和說明書）

QD10t-22.5m 箱型雙梁橋式起重機(jī)主梁及端梁設(shè)計(jì)（含CAD圖紙和說明書）,QD10t-22.5m,箱型雙梁橋式起重機(jī)主梁及端梁設(shè)計(jì)（含CAD圖紙和說明書）,QD10t,22.5,箱型雙梁,橋式起重機(jī),設(shè)計(jì),CAD,圖紙,說明書 摘 要 起重機(jī)中種數(shù)量最多，在大小工廠之中均有應(yīng)用的就是小噸位的起重機(jī)，小噸位的橋式起重機(jī)廣泛的用于輕量工件的吊運(yùn)，在我國(guó)機(jī)械工業(yè)中占有十分重要的地位。但是，我國(guó)現(xiàn)在應(yīng)用的各大起重機(jī)還是仿造國(guó)外落后技術(shù)制造出來(lái)的，而且已經(jīng)在工廠內(nèi)應(yīng)用了多年，有些甚至還是七八十年代的產(chǎn)品，無(wú)論在質(zhì)量上還是在功能上都滿足不了日益增長(zhǎng)的工業(yè)需求。如何設(shè)計(jì)使其成本最低化，布置合理化，功能現(xiàn)代化是我們研究的課題。 雙梁箱型橋式起重機(jī),是分別驅(qū)動(dòng)起重機(jī)，額定起重量為10噸，起升高度為12m，跨度為22.5m，整機(jī)高度受到廠房的限制。 本設(shè)計(jì)采用許用應(yīng)力法以及計(jì)算機(jī)輔助設(shè)計(jì)方法對(duì)橋式起重機(jī)橋架金屬結(jié)構(gòu)進(jìn)行設(shè)計(jì)。設(shè)計(jì)過程先用估計(jì)的橋式起重機(jī)各結(jié)構(gòu)尺寸數(shù)據(jù)對(duì)起重機(jī)的強(qiáng)度、疲勞強(qiáng)度、穩(wěn)定性、剛度進(jìn)行粗略的校核計(jì)算，待以上因素都達(dá)到材料的許用要求后，畫出橋架結(jié)構(gòu)圖。然后計(jì)算出主梁和端梁的自重載荷，再用此載荷進(jìn)行橋架強(qiáng)度和剛度的精確校核計(jì)算。 關(guān)鍵詞：起重機(jī) 大車運(yùn)行機(jī)構(gòu) 主端梁 ABSTRACT The largest number of species of cranes, both in the size of the factory into the application is small tonnage cranes, bridge cranes small tonnage of lightweight parts for a wide range of lifting, in China's machinery industry plays a very important position. However, our current application, or copy large crane behind the technology produced abroad, and has been applied in the factory for many years, and some 70 to 80 years of products, both in quality or functionality are not growing to meet the industrial demand. How to design it the lowest cost, rationalize the layout, function modernization is the subject of our study. Double beam box bridge type，the sum settles to rise the weight as 10 tons, rising to go up the degree as 12 ms, across the degree as 22.5 ms, the whole machine is limited by the factory premises highly. The project designs metal framework of bridge crane in use of allowable stress method and CAD. At first , I chose size assumable. Then, proofread the size. KEYWORDS：Crane The moving mainframe Main beam and end beam