【正文】 1. 交通路線簡(jiǎn)捷，明快，聯(lián)系方便。并且簡(jiǎn)捷明快，管理方便，滿足人在心理，視覺和其它各種使用上的要求，按照建筑性質(zhì)，規(guī)劃和基地，確定平面形式，使布局緊湊，節(jié)約用地，并且為立面設(shè)計(jì)創(chuàng)造有利條件，考慮合理性及經(jīng)濟(jì)。 建筑平面設(shè)計(jì) 總平面設(shè)計(jì)本工程為某企業(yè)綜合辦公樓設(shè)計(jì)，位于某市區(qū)，共六層。 外墻采用 250mm 厚的焦渣空心砌塊，內(nèi)墻采用 200mm 厚的焦渣空心砌塊。由于自己水平有限，難免有不妥和疏忽之處，敬請(qǐng)各位老師批評(píng)指正。本建筑是唐山某企業(yè)綜合辦公樓，建筑層數(shù)為四層，建筑面積為。 construction design major construction anization design specification, construction progress of plans, construction layout and the main Design engineering division.Keywords：Frame structure, structure calculation, seismic design,目 錄III摘 要 .............................................................................................................................IABSTRACT ..................................................................................................................II第 1 章 緒論 ..................................................................................................................1第 2 章 建筑設(shè)計(jì)部分 ..................................................................................................2 工程概況 ...............................................................................................................2 建筑平面設(shè)計(jì) .......................................................................................................2 總平面設(shè)計(jì) ....................................................................................................2 交通聯(lián)系部分的平面設(shè)計(jì) ............................................................................2 衛(wèi)生間的平面設(shè)計(jì) ........................................................................................3 建筑剖面設(shè)計(jì) .......................................................................................................3 建筑立面設(shè)計(jì) .......................................................................................................4 建筑構(gòu)造設(shè)計(jì) .......................................................................................................4 墻的構(gòu)造設(shè)計(jì) ................................................................................................4 樓層的構(gòu)造設(shè)計(jì) ............................................................................................4 屋面結(jié)構(gòu)的設(shè)計(jì) ............................................................................................4 屋面泛水做法 ................................................................................................4第 3 章 結(jié)構(gòu)設(shè)計(jì)部分 ..................................................................................................5 工程概況： ...........................................................................................................5 初選結(jié)構(gòu)尺寸 ......................................................................................................5 柱截面設(shè)計(jì) ....................................................................................................7 梁截面設(shè)計(jì): ...................................................................................................8 連續(xù)板: ...........................................................................................................8 墻體 ................................................................................................................9 基礎(chǔ) ................................................................................................................9 板的設(shè)計(jì) ...............................................................................................................9 荷載計(jì)算 ........................................................................................................9 內(nèi)力計(jì)算 ......................................................................................................10 樓梯設(shè)計(jì) .............................................................................................................12 樓梯類型的選擇 ..........................................................................................12 樓梯計(jì)算 ......................................................................................................13 框架設(shè)計(jì) .............................................................................................................17 重力荷載計(jì)算 ..............................................................................................17 框架側(cè)移剛度計(jì)算 ......................................................................................23 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ..................................25 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ......................................................32 橫向框架內(nèi)力組合 .....................................................................................39 截面設(shè)計(jì) .............................................................................................................44 梁正截面強(qiáng)度設(shè)計(jì) ......................................................................................44 柱截面設(shè)計(jì) .................................................................................................47 框架梁柱節(jié)點(diǎn)核芯區(qū)截面抗震驗(yàn)算 ..........................................................52 基礎(chǔ)設(shè)計(jì) .............................................................................................................53 確定基礎(chǔ)底面積 ..........................................................................................53 基礎(chǔ)地面配筋 ..............................................................................................56目 錄IV第 4 章 施工組織設(shè)計(jì)部分 ........................................................................................58 工程概況 .............................................................................................................58 工程特點(diǎn) ......................................................................................................58 主要工程量計(jì)算 ..........................................................................................58 施工部署 .............................................................................................................63 施工方案 ......................................................................................................63 施工順序 ...............................................