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1、本科畢業(yè)設(shè)計(jì)題目:北京市熱力公司辦公樓設(shè)計(jì)II北京市熱力公司辦公樓設(shè)計(jì)摘要本設(shè)計(jì)為北京市熱力公司辦公樓的設(shè)計(jì),根據(jù)設(shè)計(jì)要求為四層鋼筋混凝土現(xiàn)澆框架結(jié)構(gòu)。本設(shè)計(jì)主要包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。建筑設(shè)計(jì),包括平面定位圖設(shè)計(jì)、平面設(shè)計(jì)、立面設(shè)計(jì)、剖面設(shè)計(jì)。結(jié)構(gòu)設(shè)計(jì),框架結(jié)構(gòu)設(shè)計(jì)主要包括:結(jié)構(gòu)選型,梁、柱、墻等構(gòu)件尺寸的確定,重力荷載計(jì)算、橫向水平作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算、豎向荷載作用下橫向框架的內(nèi)力分析、內(nèi)力組合、截面設(shè)計(jì)、基礎(chǔ)設(shè)計(jì)。其中,基礎(chǔ)設(shè)計(jì)又包括基礎(chǔ)選型、基礎(chǔ)平面布置、地基計(jì)算等。在設(shè)計(jì)的過(guò)程中我嚴(yán)格按照最新規(guī)范及有關(guān)規(guī)定進(jìn)行設(shè)計(jì),其中采用的計(jì)算方法均參照有關(guān)書(shū)籍。首
2、先,根據(jù)設(shè)計(jì)出的建筑方案及所選用的建筑材料及做法,確定結(jié)構(gòu)計(jì)算簡(jiǎn)圖,進(jìn)行荷載和內(nèi)力計(jì)算,繪制了相應(yīng)的內(nèi)力圖;其次,進(jìn)行結(jié)構(gòu)內(nèi)力組合,確定結(jié)構(gòu)控制截面的彎矩、剪力和軸力設(shè)計(jì)值。最后,根據(jù)已經(jīng)計(jì)算出的結(jié)構(gòu)控制截面的內(nèi)力值,對(duì)梁、板、柱、基礎(chǔ)等進(jìn)行配筋計(jì)算,并繪制了相應(yīng)的結(jié)構(gòu)施工圖。關(guān)鍵詞:辦公樓設(shè)計(jì),框架結(jié)構(gòu),結(jié)構(gòu)計(jì)算;內(nèi)力,配筋,現(xiàn)澆。II目錄第1章建筑結(jié)構(gòu)設(shè)計(jì)說(shuō)明·············································41.1建筑設(shè)計(jì)說(shuō)明······················································
3、··41.1.1工程概況···························································41.1.2氣象資料···························································41.1.3工程地質(zhì)條件·······················································51.1.4抗震設(shè)防··························································51.1.5門(mén)窗及墻身做法····
4、···············································51.1.6所用材料·························································51.260結(jié)構(gòu)說(shuō)明·························································51.2.1網(wǎng)柱結(jié)構(gòu)布置圖及各梁柱截面尺寸·································51.2.2框架結(jié)構(gòu)計(jì)算簡(jiǎn)圖···········································
5、··6第2章荷載計(jì)算················································82.1恒載計(jì)算·····················································82.1.1屋面框架梁線荷載標(biāo)準(zhǔn)值········································82.1.2樓面框架梁線荷載標(biāo)準(zhǔn)值········································82.1.3屋面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值····································92.1
6、.4樓面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值····································9602.2樓(層)活載計(jì)算···············································112.2.1屋面活荷載················································112.2.2樓面活荷載·················································112.3風(fēng)載計(jì)算··················································
7、·112.3.1風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算·········································112.3.2風(fēng)荷載作用下的位移驗(yàn)算····································122.4地震荷載計(jì)算···············································142.4.1重力荷載代表值計(jì)算········································14602.4.2框架剛度計(jì)算········