【正文】 本 科 畢 業(yè) 設(shè) 計(jì) 啟東市第一中學(xué)圖書館大樓設(shè)計(jì) 學(xué) 院 ： 土 木 工 程 學(xué) 院 專業(yè)班級(jí) ： 學(xué)生姓名 ： 學(xué) 號(hào)： 指導(dǎo)教師 ： 20xx 年 6 月 畢業(yè)設(shè)計(jì)中文摘要 啟東市第一中學(xué)圖書館大樓設(shè)計(jì) 摘要 ：建筑名稱：?jiǎn)|市第一中學(xué)圖書館大樓 本設(shè)計(jì)建筑名稱為 啟東市第一中學(xué)圖書館大樓 。圖書館不僅僅是一個(gè)閱讀的場(chǎng)所，它更是市民交流的平臺(tái)。作為城市地標(biāo)，擬建建筑物要考慮與臨邊建筑風(fēng)格相協(xié)調(diào)，同時(shí)也要 突出自己的建筑風(fēng)格。 本圖書館建筑建筑總高度 米，共 5 層，層高 米，采用 現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)，抗震設(shè)防烈度為 6 度 ，整個(gè)設(shè)計(jì)包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。 建筑設(shè)計(jì)部分，首先根據(jù)建筑 的 使用功能確定建筑的初步布局，包括建筑體形及室內(nèi)空間布置等，然后結(jié)合使用的材料、做法進(jìn)一步確定具體尺寸 和 平 、立面風(fēng)格 等。具體來說，主要包括總平面設(shè)計(jì)、建筑平面設(shè)計(jì)（功能布局及布置思路、房間的布置、衛(wèi)生間的設(shè)計(jì)、樓梯布置、柱網(wǎng)布置等）、立面設(shè)計(jì)、剖面設(shè)計(jì)（層數(shù)層高確定及樓梯設(shè)計(jì)）、建筑材料設(shè)計(jì)（屋面做法、樓面做法 ）、防火設(shè)計(jì)，并對(duì)主要設(shè)計(jì)規(guī)范、尺寸單位、荷載及鋼筋混凝土作了附加說明。 結(jié)構(gòu)設(shè)計(jì)部分， 首先 根據(jù)建筑設(shè)計(jì) 、 工藝使用要求 、 材料供應(yīng)情況 以及 場(chǎng)地地質(zhì)條件等確定結(jié)構(gòu)布置方案，然后選取一榀典型框架進(jìn)行設(shè)計(jì)計(jì)算。在明確計(jì)算簡(jiǎn)圖的前提下，進(jìn)一步確定框架承受的荷載，包括恒載、屋 （樓） 面活載和風(fēng)荷載，在此基礎(chǔ)上進(jìn)行框架內(nèi)力計(jì)算 、 內(nèi)力組合 、 梁、柱和基礎(chǔ)等構(gòu)件的配筋計(jì)算 以及風(fēng)荷載作用下的側(cè)移驗(yàn)算 。 除此之外，還進(jìn)行了樓梯設(shè)計(jì)（梯段板設(shè)計(jì)、平臺(tái)板設(shè)計(jì)及平臺(tái)梁設(shè)計(jì)）。 關(guān)鍵詞 ：鋼筋混凝土框架結(jié)構(gòu)；圖書館建筑；建筑設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì) 3 畢業(yè)設(shè)計(jì)外文摘要 Building Name： The first middle school library in Qidong City The building name of the design is The first middle school library in Qidong City. It is not only a reading place but a platform for munication. As a landmark of the city, The proposed building should be considered to be in accordance with the style of surrounding architecture, and also highlight its own style. The present project is a 5storey library with the floor height and the total height . The fourlayer building is adopted the castinplace reinforced concrete frame structure, and the seismic fortification intensity is 7 with the antiseismic level 3. The entire graduation project divides into two parts, that is, the architectural design part and the structural design part. In the architectural design part, the general layout is first determined according to the building function, including conformation and indoor spatial setting。 then the dimension, plane style and elevation style are chosen considering the engineering materials and constructional details. Make it more specific,it includes the total plane design, architectural graphic design, the facade design layout, section design, building materials design and fire prevention design. In addition, instructions for the main design norms and dimensions, load and reinforced concrete is given. In the structural design part, the array of structure is first determined according to architectural design, process demand, material supply and geological conditions。 then a typical transverse frame is taken to be puted. After the extract of putation sketch, the external loads such as the dead load, living load on the roof (floor) and the wind load are calculated。 then the internal force in the structure is obtained through the moment distribution method under vertical loading and the modified knick point method under horizontal loads. In the following, the bination of internal force is performed. On the above basis, the design of structural ponents such as beams, columns and foundations are respectively carried out, and at the same time the checking putation of the slidesway under wind load is done. In addition, the design of the stair , the canopy and other accessory ponents are also pleted.. Keywords: Reinforced concrete frame。 Multistorey library building。 Architectural design。 Structural design. 4 目錄 設(shè)計(jì)說明 .................................................... 1 工程名稱 ............................................. 1 工程概況 ............................................. 1 基本設(shè)計(jì)資料 .......................................... 1 基本風(fēng)壓 ........................................ 1 基本雪壓 ........................................ 1 地震烈度 ........................................ 1 地面粗糙度類別 ................................... 1 地質(zhì)資料 ........................................ 1 設(shè)計(jì)內(nèi)容 ............................................. 2 建筑設(shè)計(jì) ........................................ 2 結(jié)構(gòu)設(shè)計(jì) ........................................ 2 結(jié)構(gòu)布置及 梁、柱截面尺寸及板厚的確定 ............... 2 結(jié)構(gòu)計(jì)算中取 ⑥ 軸線的一榀橫向框架為計(jì)算單元 .......... 3 豎向荷載計(jì)算 ..................................... 3 風(fēng)荷載作用下的內(nèi)力計(jì)算 ............................ 3 內(nèi)力組合 ........................................ 3 梁、柱、板的配筋 ................................. 3 結(jié)構(gòu)計(jì)算 .................................................... 4 ........................................ 4 主體結(jié)構(gòu)布置 ....................................... 4 梁板柱等尺寸的確定 .................................. 6 梁 ............................................ 6 柱 ............................................ 6 板厚的確定 ..................................... 6 ........................................ 6 框架計(jì)算簡(jiǎn)圖及梁柱線剛度計(jì)算 ......................... 6 荷載計(jì)算 ........................................... 9 5 活荷載標(biāo)準(zhǔn)值計(jì)算 ................................... 11 豎向荷載下框架受荷總圖 ............................. 11 ............................................. 17 .................................. 19 .............................................. 21 線剛度計(jì)算 ........................................ 21 恒載作用下梁的固端彎矩計(jì)算 .......................... 27 活載作用下梁的固端彎矩計(jì)算 .......................... 28 梁端剪力 .......................................... 28 恒載作用下柱剪力計(jì)算 ............................... 30 活載作用下柱剪力計(jì)算 ............................... 33 柱軸力計(jì)算 ........................................ 35 恒載作用下梁的跨內(nèi)最大彎矩計(jì)算 ...................... 37 活載作用下梁的跨內(nèi)最大彎矩計(jì)算 ...................... 38 反彎點(diǎn)計(jì)算 ....................................... 40 .............................................. 49 E 軸柱內(nèi)力組合 .................................... 50 H 軸柱內(nèi)力組合 .................................... 51 F 軸柱內(nèi)力組合 .................................... 52 G 軸柱內(nèi)力組合 .................................... 53 EF 跨內(nèi)力組合 ..................................... 54 FG 跨內(nèi)力組合 ..............................