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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)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
2、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。目錄第1章建筑結(jié)構(gòu)設(shè)計(jì)說(shuō)明·············································41.1
3、建筑設(shè)計(jì)說(shuō)明························································41.1.1工程概況···························································41.1.2氣象資料···························································41.1.3工程地質(zhì)條件················································
4、·······51.1.4抗震設(shè)防··························································51.1.5門窗及墻身做法···················································51.1.6所用材料·························································51.2結(jié)構(gòu)說(shuō)明··············································
5、···········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·············································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··
6、······································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····································92.1.4樓面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值····································92.2樓（層）活載計(jì)算···········································
7、····112.2.1屋面活荷載················································112.2.2樓面活荷載·················································112.3風(fēng)載計(jì)算···················································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·
8、···································122.4地震荷載計(jì)算···············································142.4.1重力荷載代表值計(jì)算········································142.4.2框架剛度計(jì)算··················
