【正文】 面布置如圖見 111。 結(jié)構(gòu)方案及布置 該建筑為綜合辦公樓，建筑平面布置靈活，有較大空間，可考慮到采用框架結(jié)構(gòu)或框剪結(jié)構(gòu)。地下水位在地表以下 2m，水質(zhì)對(duì)混凝土無侵蝕。 自然地表下 1m 內(nèi)為填土，填土下 3m厚為硬塑性粘土，再下為礫石層。論文 1 1 結(jié)構(gòu)設(shè)計(jì)說明 工程概況 本次設(shè)計(jì)工程為一綜合辦公樓，建筑主體結(jié)構(gòu)共有 8 層，總高 ，無地下室， 1 層層高 ，其余層層高均為 ；突出屋面的塔樓為電梯機(jī)房和樓梯間。論文 IV 目 錄 摘要 ???????????????????????????????? Ⅰ Abstract??????????????????????????????? Ⅱ 1 結(jié)構(gòu)設(shè)計(jì)說明 ??????????????????????????? 1 2 結(jié)構(gòu)設(shè)計(jì)計(jì)算書 ?????????????????????????? 5 剪力墻、框架及連梁的剛度計(jì)算 ???????????????? 5 框架的等 效剪切剛度 CF1????????????????? 5 剪力墻的等效剛度 EIeq ????????????????? 8 連梁約束剛度 CB ??????????????????? 11 壁式框架柱剪切剛度 CF2???????????????? 13 剛度特征值 ????????????????????? 20 水平地震作用效果分析 ???????????????????? 20 重力荷載 ?? ????????????????????? 20 水平地震荷載計(jì)算 ??????????????????? 23 框架 — 剪力墻協(xié)同工作計(jì)算 ??????????????? 25 總剪力墻、總框架和總連梁的內(nèi)力 ???????????? 27 連梁內(nèi)力計(jì)算 ????????????????????? 30 單片剪力墻的內(nèi)力 ??????????????????? 32 框架內(nèi)力計(jì)算 ?????????? ??????????? 33 豎向荷載作用下框架和剪力墻內(nèi)力計(jì)算 ????????????? 39 框架內(nèi)力計(jì)算 ????????????????????? 39 剪力墻內(nèi)力計(jì)算 ???????????????????? 50 荷載效應(yīng)組合 ???????????????????????? 56 梁的支座彎矩和剪力 ?????????????????? 57 梁的跨中最大彎矩 ??????????????????? 58 柱的內(nèi)力組 合 ????????????????????? 60 剪力墻內(nèi)力組合 ???????????????????? 62 連梁內(nèi)力組合 ????????????????????? 63 截面設(shè)計(jì)與配筋計(jì)算 ????????????????????? 64 框架梁（正、斜）截面設(shè)計(jì) ?????????????? 64 桂林理工大學(xué)本科畢業(yè)設(shè)計(jì) prehensive office building。 reinforced concrete structure。論文 III strength wall designed by strength analysis and section, frame design strength analysis with section (including internal force analysis , level load with calculation , association , section that verticality load mixing the muscle and drawing the construction picture)。 Require to finish the layout of the structure of other floors according to building, employ SATWE procedure to calculate the electricity, and among layout of the structure construction drawing, employ flat law say, stamp roof beam, board, column, serial number of frame, board thick buying muscling。 The stair is designed。 Load the effect association。 Function effect analysis of the horizontal earthquake。 關(guān)鍵詞 ： 高層建筑；鋼筋混凝土結(jié)構(gòu)；框架 — 剪力墻結(jié)構(gòu)；綜合辦公樓；建筑與結(jié)構(gòu)設(shè)計(jì) 桂林理工大學(xué)本科畢業(yè)設(shè)計(jì) 計(jì)算書的主要內(nèi)容有：完成現(xiàn)澆樓板局部單元板的設(shè)計(jì)（包括手工進(jìn)行荷載計(jì)算、內(nèi)力分析及配筋計(jì)算，電腦繪出施工圖）；根據(jù)建筑要求完成其它樓層結(jié)構(gòu)布置，應(yīng)用 SATWE 程序進(jìn)行電算，并在結(jié)構(gòu)布置施工圖中，應(yīng)用平法表示標(biāo)出梁、板、柱和框架的編號(hào)、板厚及配筋；人工計(jì)算完成框架 — 剪力墻結(jié)構(gòu)協(xié)同工作分析、結(jié)構(gòu)側(cè)移計(jì)算、剪力墻受力分析與截面設(shè)計(jì)、框架受力分析與截面 設(shè)計(jì)（包括內(nèi)力分析、水平荷載與豎向荷載的計(jì)算和組合、截面配筋并繪制施工圖）；應(yīng)用設(shè)計(jì)軟件完成分析、設(shè)計(jì)，對(duì)比分析電算和手算的主要成果?？紤]畢業(yè)設(shè)計(jì)的特殊要求，以手算為主、 電算為輔。 本工程結(jié)構(gòu)設(shè)計(jì)時(shí)密切結(jié)合建筑設(shè)計(jì)，力求經(jīng)濟(jì)合理，在框架結(jié)構(gòu)體系中適當(dāng)布置鋼筋混凝土剪力墻，作為抗側(cè)力構(gòu)件與框架協(xié)調(diào)工作，使結(jié)構(gòu)具有良好的抗震性能。 建筑圖包括總平面圖及說明，首層、標(biāo)準(zhǔn)層和屋頂平面圖，正立面和背立面圖，樓梯和電梯井的剖面圖，以及若干詳圖。桂林理工大學(xué)本科畢業(yè)設(shè)計(jì)論文 I 摘要 本畢業(yè)設(shè)計(jì)遵循先建筑、后結(jié)構(gòu)、再基礎(chǔ)的設(shè)計(jì)過程，根據(jù)任務(wù)書和指導(dǎo)書的要求，完成桂林晨華綜合辦公樓（鋼筋混凝土框架 — 剪力墻結(jié)構(gòu)）的建筑、結(jié)構(gòu)設(shè)計(jì)。各圖均按規(guī)范要求設(shè)計(jì)。結(jié)構(gòu)分析的重點(diǎn)在于框架和剪力墻的協(xié)同工作分析。 結(jié)構(gòu)設(shè)計(jì)包括以下七個(gè)部分：結(jié)構(gòu)剛度計(jì)算；水平地震作用效應(yīng)分析；豎向荷載作用下框架和剪力墻內(nèi)力計(jì)算；荷載效應(yīng)組合；截面設(shè)計(jì)與配筋計(jì)算；樓梯設(shè)計(jì)；梁板設(shè)計(jì)。 畢業(yè)設(shè)計(jì)的成果符合現(xiàn)行規(guī)范的要求，因而是合理可行的。論文 II The building design and structural design of reinforced concrete frameshearwall structure’s Guilin chenhua prehensive office building Student: zeng taotao Teacher: xing xinkui Abstract: This graduation project follows and builds, and then structure, more basic design process first, according to the request of task book and guide book, finish the building design and structural design of reinforced concrete frame shearwall structure’s Guilin chenghua prehensive building. The construction drawing of the building including general layout and proving, first storey, standard storey and roof plane figure, straight elevation and reciting elevation, the section systems of the stair and lift well, and several detail drawings. Every drawing is designed according to the requirement of standardizing and approved by teacher. Combine the architectural design closely at the time of the structural design in this project, strive to make economy and rational, assign the reinforced concrete shearwall in the structural system of the frame appropriatly, as resist side force ponent work together with frame coordinate, and make the structure have good antidetonation performance. Focal point that structure analyze lie in frame and shearwall work to analyze in coordination. Consider special requirement of graduation project, rely mainly on the fact that hands can be regarded as, electricity charge for plementing. The structural design is posed of seven parts: Structural rigidity is calculated。 The verticality loads function and makes the frame and cuts the wall internal force of strength calculated。 The section is design and worthy of the muscle to calculate。 The roof beam board is designed . The main content of calculating book is as follows, finish one castinplace floor some unit design of board (include handwork to carry out load calculation, force analysis and match tendon to calculate, puter paints construction picture)。 Calculate the frame of finishing artificially Cut the wall structure of strength work and analyze in coordination, the structural side is moved and calculated, cut the 桂林理工大學(xué)本科畢業(yè)設(shè)計(jì) Employ , design software finish , analyze , design , pare and analyse electricity regard as with main achievement that hand charge. The graduation project achievement conforms to the present standard requirement, thus is reasonable and feasible. Key words: tall building。 frameshearwall structure。 building design and structural design 桂林理工大學(xué)本科畢業(yè)設(shè)計(jì)論文 V 框架柱的截面設(shè)計(jì) ??????????????????? 70 剪力墻墻肢截面設(shè)計(jì) ???????????????? ?? 82 連梁正斜截面設(shè)計(jì) ??????????????????? 87 樓梯設(shè)計(jì) ?????????????????????????? 90 平臺(tái)板計(jì)算 ?????????????????????? 91 梯段板計(jì)算?????????????????????? 93 平臺(tái)梁計(jì)算?????????????????????? 93 梁板設(shè)計(jì)?????????????????????????