【正文】 .......................................46 橫向框架在風(fēng)荷載作用下的內(nèi)力和位移計(jì)算 ............................................50 橫向框架在風(fēng)荷載作用下的計(jì)算簡(jiǎn)圖 .............................................50 垂直于建筑物表面上的風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算 .........................................50 各層樓面處集中風(fēng)荷載標(biāo)準(zhǔn)值計(jì)算 ...............................................51 橫向框架在風(fēng)荷載作用下的位移計(jì)算 .............................................52 柱端彎矩及剪力計(jì)算 ...........................................................53 梁端彎矩及剪力計(jì)算 ...........................................................54 柱軸力計(jì)算 ...................................................................55 繪制內(nèi)力圖 ...................................................................55 荷載效應(yīng)組合 ......................................................................57 框架梁 BC 梁端彎矩調(diào)幅及內(nèi)力 ..................................................58 框架梁 CD 梁端彎矩調(diào)幅及內(nèi)力 ..................................................59 柱 B 內(nèi)力 .....................................................................60 柱 C 內(nèi)力 .....................................................................61 內(nèi)力組合 .....................................................................62 主梁承載力計(jì)算 ....................................................................66 確定翼緣寬度 .................................................................66 各種材料及系數(shù)確定 ...........................................................67 判斷主梁截面類(lèi)型 .............................................................67 主梁配筋計(jì)算 .................................................................67 主梁斜截面承載力計(jì)算 .........................................................69 主梁斜截面承載力 .............................................................69 柱截面配筋計(jì)算 ...................................................................70 第一層框架 C 柱正截面 ........................................................70 第一層框架 B 柱斜截面 ........................................................72 第一層框架 C 柱斜截面 ........................................................72 樓板配筋計(jì)算 .....................................................................72 A 區(qū)格板配筋計(jì)算 .............................................................72 B 區(qū)格板配筋計(jì)算 .............................................................72 基礎(chǔ)設(shè)計(jì) .........................................................................72 地基處理 .....................................................................72 確定基礎(chǔ)的埋置深度 ...........................................................72 加權(quán)平均重度計(jì)算 ............................................................72 地基承載力設(shè)計(jì)值 ............................................................72 B 軸柱下獨(dú)立基礎(chǔ)尺寸 .........................................................72 柱下獨(dú)立基礎(chǔ)沖切驗(yàn)算 ........................................................72 柱下獨(dú)立基礎(chǔ)底板配筋 ........................................................72 內(nèi)柱下二柱聯(lián)合基礎(chǔ)尺寸. .....................................................72 內(nèi)柱下基礎(chǔ)抗沖切驗(yàn)算及基礎(chǔ)高度 ..............................................72 內(nèi)柱下基礎(chǔ)配筋計(jì)算 .........................................................72 地梁設(shè)計(jì). ..................................................................72 地基沉降量驗(yàn)算. ............................................................72 一層樓梯設(shè)計(jì) .....................................................................72 梯段板的設(shè)計(jì) ................................................................72 平臺(tái)板的設(shè)計(jì) ................................................................72 平臺(tái)梁設(shè)計(jì) ...................................................................72致謝 ....................................................................................72參考資料 ................................................................................72附錄設(shè)計(jì)資料土木工程專(zhuān)業(yè)畢業(yè)設(shè)計(jì)設(shè)計(jì)資料指導(dǎo)教師：姓 名：前言1 畢業(yè)設(shè)計(jì)的目的1．運(yùn)用大學(xué)四年所學(xué)的理論基礎(chǔ)及專(zhuān)業(yè)知識(shí)，全面系統(tǒng)地完成整個(gè)畢業(yè)設(shè)計(jì)，以達(dá)到初步了解和掌握一個(gè)建筑師、結(jié)構(gòu)工程師及施工組織者的工作內(nèi)容，表達(dá)方式和工作步驟。另外，還對(duì)框架結(jié)構(gòu)中的現(xiàn)澆鋼筋混凝土樓板、樓梯和基礎(chǔ)進(jìn)行截面設(shè)計(jì)和配筋計(jì)算。綜合教學(xué)樓工程摘 要此次設(shè)計(jì)主要對(duì)框架結(jié)構(gòu)中⑨軸橫向框架進(jìn)行結(jié)構(gòu)設(shè)計(jì)、抗震設(shè)計(jì)和結(jié)構(gòu)計(jì)算。在確定框架結(jié)構(gòu)的承重方案及計(jì)算簡(jiǎn)圖之后，首先計(jì)算框架結(jié)構(gòu)的層間荷載代表值，利用頂點(diǎn)位移法求出橫向框架的自振周期，并使用底部剪力法計(jì)算在水平地震荷載作用下橫向框架的層間剪力，進(jìn)而求出在水平地震荷載作用下框架結(jié)構(gòu)的內(nèi)力（彎矩、剪力和軸力） ；其次，采用彎矩二次分配法對(duì)在豎向荷載（恒荷載和活荷載）作用下框架結(jié)構(gòu)的內(nèi)力（彎矩、剪力和軸力） ；再次，采用 D 值法計(jì)算水平風(fēng)荷載作用下框架結(jié)構(gòu)的內(nèi)力（彎矩、剪力和軸力） ；最后，對(duì)在水平和豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力進(jìn)行組合，找出一組或幾組最不利的內(nèi)力組合，并按最不利組合進(jìn)行截面設(shè)計(jì)及配筋計(jì)算。關(guān)鍵詞：框架結(jié)構(gòu)，結(jié)構(gòu)設(shè)計(jì)，內(nèi)力計(jì)算，配筋 MPREHENSIVE TEACHING BUILDING OF ADULT EDUCATION COLLEGE OF QINGHAI UNIVERSITYABSTRACTThe purpose of the design is to do the antiseismic design in the longitudinal frames of axis 9. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing the peakdisplacement method, then making the amount of the horizontal seismic force can be got by way of the bottomshear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the bination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the ponents. The design of the stairs is also be approached by calculating the internal force and reinforcing such ponents as landing slab, step board and landing girder whose shop drawings are pleted in the end.Key words: frames，structural design，Internal force calculation ，deploy Reinforced 目 錄設(shè)計(jì)資料 ................................................................錯(cuò)誤！未定義書(shū)簽。2．培養(yǎng)學(xué)生確立正確的設(shè)計(jì)思想和分析問(wèn)題、解決問(wèn)題的能力。4．培養(yǎng)學(xué)生應(yīng)用計(jì)算機(jī)繪制施工圖和結(jié)構(gòu)計(jì)算的能力。2．基地地勢(shì)平坦，基地內(nèi)水、電、暖、道路等共用條件已具備。2．總建筑面積為 標(biāo)準(zhǔn)層建筑面積：600 m 2左右。4．結(jié)構(gòu)形式：全框架結(jié)構(gòu)。 20mm，每層設(shè)地漏 建筑要求1．屋面均考慮保溫隔熱2．窗采用塑鋼窗，門(mén)采用木門(mén)。繪圖嚴(yán)格遵循標(biāo)準(zhǔn)，圖幅規(guī)范，整潔。根據(jù)畢業(yè)設(shè)計(jì)大綱要求，建筑設(shè)計(jì)應(yīng)完成以下內(nèi)容：底層平面圖 1：100標(biāo)準(zhǔn)層平面圖