【正文】 下： 表 21 各層土的天然地基承載力特征值 akf 及壓縮模量 層號(hào) 巖土名稱 容重 承載力特征值（ kPa） 平均厚度（ m） 1 耕植土 2 黃土狀粉質(zhì)黏土 （ Ⅰ級(jí)濕陷性黃土 ） (e=, LI =) 19． 2 140 3 粉質(zhì)粘土 (e=, LI =) 150 4 粉質(zhì)粘土 (e=, LI =) 200 5 中砂 200 未穿透 ,測(cè)得場地地下水靜止水位埋深為 — 米，相對(duì)標(biāo)高為— 米，對(duì)混凝土和鋼材無侵蝕。 2 建 筑 設(shè) 計(jì) 建筑 設(shè)計(jì)資料 荷載情況 風(fēng)荷載：主導(dǎo)風(fēng)向?yàn)橄募灸巷L(fēng)、西南風(fēng)；，冬季為東北風(fēng)，基本風(fēng)壓 。 框架結(jié)構(gòu)設(shè)計(jì)的計(jì)算工作量很大，在計(jì)算過程中以手算為主，后面采用建筑結(jié)構(gòu)軟件 PKPM 進(jìn)行電算 ,并將電算結(jié)果與手算結(jié)果進(jìn)行了誤差分析對(duì)比。 畢業(yè)設(shè)計(jì)的三個(gè)月里，在指導(dǎo)老師的幫助下，經(jīng)過查閱資料、設(shè)計(jì)計(jì)算、論文撰寫以及圖紙繪制，加深了對(duì)規(guī)范、手冊(cè)等相關(guān)內(nèi)容的理解，鞏固了專業(yè)知識(shí)、提高了綜合分析、解決問題的能力。建筑體形是指建筑的平面和立面；結(jié)構(gòu)總體布置是指結(jié)構(gòu)構(gòu)件的平面布置和豎向布置。框架結(jié)構(gòu)體系的主要特點(diǎn)是平面布置比較靈活，能提 供較大的室內(nèi)空間，在 學(xué)校 建筑中也是較常用的結(jié)構(gòu)體系。 目前，我國 多 層建筑中仍以鋼筋混凝土結(jié)構(gòu)為主，鋼筋混凝土造價(jià)較低，材料來源豐富，且可以澆筑成各種復(fù)雜斷面形狀，節(jié)省鋼材，承載力也不低，經(jīng)過合理設(shè)計(jì)可以獲得較好的抗震性能。通過畢業(yè)設(shè)計(jì) ,可以將以前學(xué)過的知識(shí)重溫回顧 ,對(duì)疑難知識(shí)再學(xué)習(xí) ,對(duì)提高個(gè)人的綜合知識(shí)結(jié)構(gòu)有著重要的作用。 Stress putation and bination。 關(guān)鍵詞 ：建筑設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì)；內(nèi)力計(jì)算及組合；施工組織設(shè)計(jì) Design of A College Academic Building in QingDao City(Project 4) ABSTRACT This project is a study building with 4 floors in QingDao City, the structure is a reinforced concrete frame system. The building locates in ChengYang Area, where the earthquake resistance fortification is 6 degrees. During the design process, we consider the economic indicator, construction technology, and keep to the following order: architectural design, structural design, construction anization plan. The architectural design should meet the requirement of using function, we should also consider the city landscape, the environment characteristic and fire prevention demands, then carry on the plan and elevation design. The architectural design achieves the moderate advanced standard. The structural design basis on current relevant codes, which includes the structure style selection and arrangement, calculation unit and schematics determination, load calculation, stress putation and bination, ponent design, staircase design and foundation design. This project adopts a transverse RC frame system , we choose a representative frame to carry on the calculation. When puting the stress caused by vertical load, we adopt the laminated method, and the one caused by level load we use the D value method. The construction anization plan is carried out basis on the requirement in the design instruction. Considering the time limit for the project、 construction population and other factors ,we divide the building into3 sections to execute the construction. We could guarantee the material resource demand equalization, the work team work continuity with the reasonable arrangement. We could also reduce the construction time and obtain a good economic efficiency. Keywords: Architectural design。 施工組織設(shè)計(jì)根據(jù)設(shè)計(jì)說明書的要求，綜合考慮工期要求、施工人數(shù)等因素，將建筑劃分為 4個(gè)施工段流水作業(yè)。本工程采用橫向承重 的 鋼筋混凝土框架結(jié)構(gòu)體 系，選擇了有代表性的一榀框架進(jìn)行計(jì)算。建筑設(shè)計(jì)達(dá)到適度先進(jìn)水準(zhǔn)。 設(shè)計(jì)過程中，綜合考慮了經(jīng)濟(jì)指標(biāo)和施工技術(shù)方面要求，按照建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)、施工組織設(shè)計(jì)的順序進(jìn)行。 本科畢業(yè)設(shè)計(jì)說明書 題 目： 青島市某高校教學(xué)樓設(shè)計(jì) 院 （部）： 土木工程學(xué)院 目錄 目錄 .......................................................................................................... I 摘要 ......................................................................................................... V ABSTRACT ................................................................................................. V 1 前 言 .................................................................................................. 7 2 建 筑 設(shè) 計(jì) ....................................................................................... 8 建筑設(shè)計(jì)資料 ..................................................................................................... 8 荷載情況 ..................................................................................................... 8 場地工程地質(zhì)情況 ..................................................................................... 8 設(shè)計(jì)說 明 ............................................................................................................. 8 方案構(gòu)思 ..................................................................................................... 8 設(shè)計(jì)過程 ..................................................................................................... 9 建筑做法 ..................................................................................................... 9 設(shè)計(jì)依據(jù) ................................................................................................... 10 施工要求 ................................................................................................... 10 3 結(jié) 構(gòu) 設(shè) 計(jì) 計(jì) 算 書 .....................................................................12 結(jié)構(gòu)設(shè)計(jì)資料 ................................................................................................... 12 設(shè)計(jì)標(biāo)高 ..................................................................................................... 12 地質(zhì)資料 ..................................................................................................... 12 基本雪壓 ..................................................................................................... 12 基本風(fēng)壓 ..................................................................................................... 12 活荷載 ......................................................................................................... 12 結(jié)構(gòu)布置及計(jì)算簡圖 ....................................................................................... 13 結(jié)構(gòu)布置 ..................................................................................................... 13 恒荷載標(biāo)準(zhǔn)值計(jì)算 ............................................................................................ 12 屋面恒荷載 .............................................................................................. 12 樓面恒荷載 .................................................................................................. 12 梁自重 .......................................................................................