摘要

1、武漢理工大學(xué)第1頁(yè)摘要本設(shè)計(jì)的項(xiàng)目為武漢市海倫機(jī)械廠辦公樓，建筑面積為1550.70m2。本設(shè)計(jì)采用鋼筋混凝土框架結(jié)構(gòu)體系，共三層，總高度13.70m，屬于低層建筑。建筑設(shè)計(jì)中主要完成了平面、立面設(shè)計(jì)及房間布置。本設(shè)計(jì)所在地區(qū)抗震設(shè)防烈度為8度，框架結(jié)構(gòu)的抗震等級(jí)為二級(jí)，所在場(chǎng)地土類(lèi)別為二類(lèi)。結(jié)構(gòu)設(shè)計(jì)中主要包含了結(jié)構(gòu)簡(jiǎn)圖的確定，橫向水平地震作用計(jì)算及位移驗(yàn)算，豎向荷載計(jì)算，水平地震作用下內(nèi)力分析，豎向荷載作用下內(nèi)力計(jì)算，框架內(nèi)力組合，截

2、面設(shè)計(jì)及施工圖繪制等工作。其中后五項(xiàng)主要針對(duì)一榀典型框架進(jìn)行。本設(shè)計(jì)采用柱下十字交叉條形基礎(chǔ)，進(jìn)行了地基承載力驗(yàn)算及基礎(chǔ)配筋計(jì)算。最后進(jìn)行了擋土墻設(shè)計(jì)，主要計(jì)算了重力式擋土墻和懸臂式擋土墻，并進(jìn)行了比較。本設(shè)計(jì)的各步驟均參照相關(guān)規(guī)范進(jìn)行。關(guān)鍵詞：立面設(shè)計(jì)平面布置框架計(jì)算抗震設(shè)計(jì)基礎(chǔ)設(shè)計(jì)擋土墻設(shè)計(jì)武漢理工大學(xué)第2頁(yè)AbstractTheprojectisdesignedtobesomescientificresearchbuildingf

3、thewuhanHailunMachineryFacty.Theareaoftheconstructionis1550.70m2.Thisbuildingwhichismultistyisdesignedtobe3stey13.70mtotheheight.Reinfcementconcretestructuralsystemisalsoadoptedinthisproject.Thearchitecturaldesignismainl

4、ycomprisedofthecomplanatedesignfaadedesignroomdisposal.Theseismicftificationintensityis8inthedesignarea.Theseismicrateoftheframewkis2.Therateofthesiteearthis2.What’smadeupofthestructuraldesignliesintheconfirmingofthestru

5、cturediagramthecheckingcomputationsofthestrengthdisplacementunderinplaneearthquakecomputingundertheverticalloadsanalyzingofinternalfcesunderinplaneearthquakecomputingoftheinternalfcesundertheverticalloadscombingoftheinte

6、rnalfcesdesigningofthecrosssectiondrawingoftheconstructionpictures.Howeverthelast5itemsareonlyaimedatonetypicalframe.Crossstripfoundationisadoptedinthisdesign.Thecarryingcapacityofthegroundwkreinfcementofthefoundationhav

7、ebothbeendone.Intheendtheretainingwallisdesignedinwhichgravityretainingwallcantileversheetpilewalliscomputedcompared.Keywds:inplanedesign，complanatearrangement，framewkcomputing，seismicdesign，foundationdesign，retainingwal