【正文】 einforcement calculation. The whole design conforms to the national current specification requirements. Used in the process of design was and AutoCAD2021 software architecture design, and using simulation software is easy to structure foundation reinforcement, with building structure CAD software to calculate reinforcement beam slab column for the whole project. Design has a certain reliability, security, creative. This account contains architectural structure selection, load calculation, the framework of reinforcement calculation, basic calculation, the stairs. The building load calculation in the process of using iterative method to calculate vertical load and horizontal load, is obtained by using the D value method determined by cross load bination of control internal force of frame structure, finally pleted a cross of reinforcement, reinforcement figure and hand draw a mon framework. Keywords: architectural design, framework, reinforcement. 土木工程專業(yè)畢業(yè)設(shè)計(jì) 5 目 錄 一、緒論 .................................................................................................................................... 7 工程概況 .............................................................................................................................. 7 主體結(jié)構(gòu)選型 ....................................................................................................................... 7 設(shè)計(jì)規(guī)范、規(guī)程 .................................................................................................................... 7 材料選用 .............................................................................................................................. 7 二、 結(jié)構(gòu)布置及梁柱截面估算 .............................................................................................. 8 結(jié)構(gòu)布置 .............................................................................................................................. 8 計(jì)算框架梁、柱截面尺寸估算 ............................................................................................... 9 框架側(cè)移剛 度的計(jì)算 ............................................................................................................11 板配筋計(jì)算 ........................................................................................................................... 15 三、作用在所選計(jì)算單元上的恒荷載 .................................................................................. 21 標(biāo)準(zhǔn)層框架作用恒荷 載的計(jì)算 ............................................................................................... 21 頂層框架作用恒荷載的計(jì)算 ................................................................................................... 23 標(biāo)準(zhǔn)層框架作用活荷載的計(jì)算 ............................................................................................... 24 頂層框架作用活荷載的計(jì)算 ................................................................................................... 25 恒荷載計(jì)算 ........................................................................................................................... 28 四、風(fēng)荷載計(jì)算 ...................................................................................................................... 35 五、橫向水平地震作用計(jì)算 .................................................................................................. 35 采用能量法計(jì)算結(jié)構(gòu)的基本自 振周期 T1 ................................................................................ 35 結(jié)構(gòu)等效總重力荷載代表值 eqG ............................................................................................ 36 計(jì)算水平地震影響系數(shù) 1? ..................................................................................................... 36 各層水平地震作用標(biāo)準(zhǔn)值、樓層地震剪力及樓層間位移計(jì)算 .................................................. 37 六、橫向框架的內(nèi)力計(jì)算 ...................................................................................................... 38 彎矩二次分配法計(jì)算彎矩 ...................................................................................................... 38 恒荷載作用下 AB、 BC 跨梁端剪力 ABV 、 BAV 和跨中彎矩 M的計(jì)算 ...................................... 44 恒荷載作用下框架柱軸力計(jì)算 ............................................................................................... 47 七、活荷載作用下的內(nèi)力計(jì)算 .............................................................................................. 48 采用二次分配法來(lái)計(jì)算活荷載作用下的框架彎矩。 土木工程專業(yè)畢業(yè)設(shè)計(jì) 4 ABSTRACT The project name for the mercial office building, is based on the design plan descriptions of the specific requirements and urban construction planning and design and approval documents approved by the fire department for construction drawing design, the project construction area of square meters, the security level for the secondary structure, architectural layer number is 6, building height meters, indoor and outdoor elevation difference is 500 mm, structure for the frame structure, reasonable use fixed number of year for 50 years。其中建筑荷載計(jì)算過(guò)程中垂直荷載采用迭代法計(jì)算，水平荷載采用 D 值法計(jì)算，通過(guò)荷載組合確定一榀框架結(jié)構(gòu)的控制內(nèi)力，最后完成一榀框架的配筋，并手繪了一榀框架配筋圖。設(shè)計(jì)具有一定的可靠性、安全性、創(chuàng)造性。整個(gè)設(shè)計(jì)都符合國(guó)家現(xiàn)行規(guī)范要求。嚴(yán)格按照《辦公建筑設(shè)計(jì)規(guī)范》（ JGJ672021）、《建筑設(shè)計(jì)防火規(guī)范》（ GB500162021）、《建筑結(jié)構(gòu)荷載規(guī)范》（ GB500092021）、《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（ GB500102021）、《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》（ GB500072021）、《抗震設(shè)計(jì)規(guī)范》（ GB500112021）等國(guó)家現(xiàn)行規(guī)范對(duì)本辦公樓進(jìn)行建筑設(shè)計(jì)，結(jié)構(gòu)設(shè)計(jì)。可以設(shè)計(jì)成上人屋面也可以設(shè)計(jì)成不上人屋面。 (3) 卵石 :中密 , 厚度約為 57m。；工程地質(zhì)條件：表層雜填土厚 左右，下為微風(fēng)化紅色頁(yè)巖，承載力 350Kpa；抗震：按六度區(qū)設(shè)防；工程地質(zhì)及水文資料 :地層自上而下為 (1)填土層 :厚度約為 。 （論文）的要求與數(shù)據(jù) 根據(jù)建筑設(shè)計(jì)和結(jié)承重及抗震方面的要求、場(chǎng)地地質(zhì)條件、材料供應(yīng)及施工技術(shù)條件等 ,合理進(jìn)行結(jié)構(gòu)及其構(gòu)件 (樓面板、屋面板、過(guò)梁等 )的選型和結(jié)構(gòu)布置 ,應(yīng)盡可能使計(jì)算簡(jiǎn)便 ,統(tǒng)一構(gòu)件的編號(hào) ,確定構(gòu)件的定位尺寸 ,正確標(biāo)注構(gòu)件的結(jié)構(gòu)標(biāo)高 .進(jìn)行 XKJ及其柱下基礎(chǔ)計(jì)算時(shí) ,應(yīng)有正確的計(jì)算簡(jiǎn)圖 , 選擇合理的構(gòu)件尺寸 .清理荷載時(shí)一定要細(xì)心 ,不能多算也不能少算 .內(nèi)力計(jì)算步驟要完整 ,內(nèi)力計(jì)算用手算 ,手算時(shí)可根據(jù)具體情況采用不同的計(jì)算方法 .進(jìn)行內(nèi)力組合 ,確定截面的配筋 ,并且滿足構(gòu)造要求 .施工 圖中 ,結(jié)構(gòu)及構(gòu)件尺寸的標(biāo)注要齊全 ,受力鋼筋、箍筋及構(gòu)造鋼筋的編號(hào)要清楚、正確 . 受力鋼筋的錨固、連接及截?cái)辔恢靡宄_ 。 土木工程專業(yè)畢業(yè)設(shè)計(jì) 1 廣東工業(yè)大學(xué) 華立學(xué)院 六層辦公樓結(jié)構(gòu)設(shè)計(jì) 畢業(yè)設(shè)計(jì)計(jì)算書(shū) 系 部 城建學(xué)部