【正文】 construction area of square include the following major sections: a load calculation, beams, columns determine the size of this part is to choose the size of the span, do not choose to calculate the longitudinal span of the beam wind loads and seismic action sway checking, this part is accurate calculation of wind loads in the form of concentrated load acting on each node, and then calculate wind action area for each node to be accurate, lateral whole building wind load displacement internal force wind loads and seismic calculations, this part D values calculated using the method, which is the location of some of the major inflection point calculations to accurately calculate the moment, draw bending moment diagram, and then calculate the shear According moment,calculated axial force calculation 4 dead load and wind load, which is part of the main quadratic assignment method to calculate the bending moment, and then calculate the shear According moment, calculated axial internal forces bined to select the most unfavorable According to the most unfavorable bination to calculate beams reinforcement plate reinforcement calculation. Construction plans is to consider the geographical environment, functionality, simple construction, material and economic, prehensive selection, the final draw construction plans. When drawing particular attention to the method, first draw a good sketch on scrap paper, first draw positioning axes, then arranged a good column, and then painted walls, windows, doors. For toilets are designed to be a reasonable design. A variety of different ponents with different color painting, so Figure glance. Drawing the overall structure of a clear and accurate. Arrangement is reasonable, there is nothing quite reasonable place. Construction drawing is based on the preliminary design of the building determined. PKPM construction drawing is the use of the software calculated. Built in software mode, then enter loads, wind loads and seismic correlation coefficient, the board came to the conclusion reinforcement beams chart, last modified according reinforcement own calculations, draw the final construction drawing. In short, suitable, safe, durable and economic principles of the design, while strictly abide by the school office design specifications.Keywords:the load，the bination of internal force，calculation of reinforcement；architecture design . 目 錄摘要(Abstrac t) ......................................................................Ⅳ第一章 建 筑設(shè)計(jì) ......................................................................1 設(shè)計(jì)的有關(guān)資料 ..................................................................1 建筑設(shè)計(jì) ........................................................................2第二章 結(jié)構(gòu) 布置及有關(guān)尺寸的初步估算 ..................................................4 結(jié)構(gòu)布置及梁,柱截面尺 寸的初選 ...................................................4 荷載計(jì)算 ........................................................................7第三章 結(jié)構(gòu) 的線剛度與橫向側(cè)移剛度計(jì)算 ...............................................10 結(jié)構(gòu)的線剛度計(jì)算 ...............................................................10 結(jié)構(gòu)的橫向側(cè)移剛度計(jì)算 .........................................................11第四章 框架 在風(fēng)荷載和地震荷載集中在各樓層標(biāo)高處的重力荷載計(jì)算 .......................13 地震荷載作用下的梁、柱、墻、門(mén)、窗重力荷載標(biāo)準(zhǔn)值 ...............................13 風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算及位移驗(yàn)算 .....................................................19第五章 地震荷載與風(fēng)荷載的內(nèi)力計(jì)算 ...................................................22 水平地震荷載作用下的內(nèi)力計(jì)算 ...................................................22 風(fēng)荷載作用下的內(nèi)力計(jì)算 .........................................................27第六章 豎向荷載下的框架內(nèi)力計(jì)算 .....................................................31 框架結(jié)構(gòu)的荷載計(jì)算 .............................................................31 恒荷載作用下的框架內(nèi)力計(jì)算 .....................................................33 活荷載作用下的框架內(nèi)力計(jì)算 .....................................................41第七章 內(nèi)力組合 ....................................................................47 荷載調(diào)幅 .......................................................................47 內(nèi)力組合 .......................................................................49第八章 框架梁、柱配筋計(jì)算 ...........................................................57 框架柱配筋計(jì)算 .................................................................57 框架梁設(shè)計(jì) .....................................................................60第九章 樓板配筋計(jì)算 ................................................................63 樓板配筋計(jì)算 ...................................................................63 板的配筋計(jì)算 ...................................................................63第十章 樓梯配筋計(jì)算 ................................................................69 梯段板設(shè)計(jì) .....................................................................69 平臺(tái)板設(shè)計(jì) .....................................................................69 平臺(tái)梁設(shè)計(jì) .....................................................................70第十一章 基礎(chǔ)配筋計(jì)算 ..............................................................71 基礎(chǔ)配筋計(jì)算 ...................................................................71參考文獻(xiàn) ............................................................................74致 謝 ................................................................................75九江學(xué)院畢業(yè)設(shè)計(jì)1 第一章 建筑設(shè)計(jì) 設(shè)計(jì)的有關(guān)資料一、工程名稱：東鄉(xiāng)縣某辦公樓。在軟件中建好模，然后輸入荷載，風(fēng)荷載及地震作用的相關(guān)系數(shù)，最后得出梁柱板的配筋圖，最后根據(jù)自己計(jì)算的配筋進(jìn)行修改，得出最后的結(jié)構(gòu)施工圖。結(jié)構(gòu)施工圖是在建筑初步設(shè)計(jì)的基礎(chǔ)上確定的。圖紙整體結(jié)構(gòu)清晰，準(zhǔn)確。對(duì)于廁所的設(shè)計(jì)要合理的進(jìn)行設(shè)計(jì)。建筑施工圖是考慮地理環(huán)境、使用功能、施工簡(jiǎn)單、材料及經(jīng)濟(jì)等，綜合選型，最終畫(huà)出建筑施工圖。6 根據(jù)最不利組合來(lái)進(jìn)行梁柱板樓梯的配筋計(jì)算。4 恒荷載與風(fēng)荷載的內(nèi)力計(jì)算，這部分主要采用二次彎矩分配法來(lái)計(jì)算彎矩，再根據(jù)彎矩算出剪力，計(jì)算軸力。2 風(fēng)荷載與地震作用的側(cè)移驗(yàn)算，這一部分主要是計(jì)算準(zhǔn)確，如風(fēng)荷載以集中荷載的形式作用在每層節(jié)點(diǎn)上，再算每個(gè)節(jié)點(diǎn)的風(fēng)作用的面積要準(zhǔn)確，側(cè)移是指整個(gè)建筑物在風(fēng)荷載作用方向的位移。建筑總高度為 ，室內(nèi)外高差為 ，基礎(chǔ)采用柱下獨(dú)立基礎(chǔ)，總建筑面積為 。 畢 業(yè) 論 文 （ 設(shè) 計(jì) ）題 目 第一中學(xué)辦公樓框架設(shè)計(jì) 院 系 土木工程與城市建設(shè)學(xué)院 英文題目 First School