【正文】 畢 業(yè) 設(shè) 計(jì) (論 文 )摘 要本設(shè)計(jì)為徐州市某單位綜合辦公樓設(shè)計(jì)，主體為六層框架結(jié)構(gòu)。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)包括建筑的平面圖，立面圖，剖面圖，以及建筑說(shuō)明圖。結(jié)構(gòu)計(jì)算內(nèi)容有荷載計(jì)算，內(nèi)力計(jì)算，內(nèi)力組合，截面計(jì)算，基礎(chǔ)設(shè)計(jì)等幾方面。在確定計(jì)算簡(jiǎn)圖之后，選取一榀框架進(jìn)行計(jì)算，進(jìn)行了重力荷載代表值的計(jì)算,通過(guò)頂點(diǎn)位移法求出自振周期，按底部剪力法計(jì)算水平地震荷載作用大小，用 D 值法求出在水平地震作用和風(fēng)荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力） 。用分層法計(jì)算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力，由所得的內(nèi)力進(jìn)行內(nèi)力組合，找出最不利的一組或幾組內(nèi)力組合進(jìn)行梁、柱的配筋計(jì)算并繪圖。屋面為不上人屋面，采用雙向板設(shè)計(jì)。基礎(chǔ)采用柱下獨(dú)立基礎(chǔ)，包括荷載計(jì)算，基礎(chǔ)承載力計(jì)算。關(guān)鍵詞 結(jié)構(gòu)設(shè)計(jì)；框架；抗震設(shè)計(jì)；基礎(chǔ)AbstractThis design for the Xuzhou Integration Office, the main body is 5 portal frame constructions, partial architectural design and structural design two design including construction horizontal plan, elevation, as well as building instructional structure putation content has the load putation, the endogenic force putation, the endogenic force bination, the section putation, the board, the staircase, the foundation design and so on several aspects. After determination putation diagram, selects a pin frame to carry on the putation, has first carried on the gravity load generation of tabular value putation, then extracts using the apex deflection method the self oscillation cycle, according to the base shearing force law putation horizontal earthquake load function size, extracts with the D value law under the horizontal earthquake function gentle breeze load function the structure endogenic force (bending moment, shearing force, axle strength).With the delamination putation vertical load (dead load and live load) under the function structure endogenic force, carries on the endogenic force bination by the obtained endogenic force, again discovers most disadvantageous group of or a several group of endogenic force bination carries on Liang, the column matches the muscle to calculate and to draw a carries on the floor, the staircase, the foundation matches the muscle roofing for on person roofing, uses the bidirectional board foundation uses under the column the independent foundation, including load putation, foundation supporting capacity putation.Keywords structural design frames antiseismic design Foundation目 錄1 緒論 ..............................................................1 工程概況 .....................................................1 設(shè)計(jì)資料 ...............................................1 自然條件 ...............................................1 結(jié)構(gòu)設(shè)計(jì)說(shuō)明 .................................................1 概述 ...................................................1 建筑平面設(shè)計(jì) ...........................................2 建筑立面設(shè)計(jì) .................................................4 剖面設(shè)計(jì) .....................................................5 層高和室內(nèi)凈高 .....................................................................................................5 建筑細(xì)部具體構(gòu)造做法 .........................................52 結(jié)構(gòu)平面布置及計(jì)算簡(jiǎn)圖的確定 ......................................83 重力荷載代表值計(jì)算 ...............................................11 屋面及樓面永久荷載代表值計(jì)算 ................................11 屋面及樓面可變荷載代表值計(jì)算 ................................12 梁、柱自重(包括梁側(cè)、梁底、柱抹灰的重量)標(biāo)準(zhǔn)值計(jì)算 ..........12 墻體自重標(biāo)準(zhǔn)值計(jì)算 ..........................................12 屋面女兒墻自重標(biāo)準(zhǔn)值計(jì)算 ....................................16 各層重力荷載代表值計(jì)算 ......................................164 地震作用計(jì)算 .....................................................20 橫向框架側(cè)移剛度計(jì)算 ........................................20 橫向框架自振周期計(jì)算 ........................................21 橫向地震作用計(jì)算 ............................................22 驗(yàn)算橫向框架梁柱截面尺寸及水平位移 ..........................255 風(fēng)荷載計(jì)算 .......................................................27 風(fēng)荷載作用下橫向框架側(cè)移計(jì)算 ................................276 框架內(nèi)力計(jì)算 .....................................................29 水平地震作用下橫向框架內(nèi)力計(jì)算 ..............................29 風(fēng)荷載作用下框架內(nèi)力計(jì)算 ....................................33 豎向荷載作用下橫向框架的內(nèi)力計(jì)算 ............................377 橫向框架結(jié)構(gòu)內(nèi)力組合 .............................................50 框架的抗震等級(jí)確定 ..........................................51 框架梁內(nèi)力組合 ..............................................51 框架柱內(nèi)力組合 ..............................................528 截面設(shè)計(jì) .........................................................56 框架梁 ......................................................56 框架柱 ......................................................599 基礎(chǔ)設(shè)計(jì) .........................................................65 工程概況 ....................................................65 獨(dú)立基礎(chǔ)設(shè)計(jì)(4 軸 A 柱) ......................................6510 樓梯設(shè)計(jì) ........................................................71 樓梯梯段板設(shè)計(jì) .............................................71 平臺(tái)板設(shè)計(jì) .................................................73 平臺(tái)梁設(shè)計(jì) .................................................74結(jié) 論 ..............................................................76致 謝 ..............................................................77參考文獻(xiàn) ...........................................................781 緒論 工程概況 設(shè)計(jì)資料該工程為徐州某單位綜合辦公樓，共 6 層，建筑面 4000 平方米。 自然條件（1）氣象資料（查徐州建筑某任務(wù)書(shū)所得） 某市自然條件及氣候條件：年平均溫度 ℃最熱月份平均溫度 ℃最高氣溫 39℃最冷月份平均溫度 ℃最低氣溫 ℃土壤凍結(jié)最大深度 500mm年平均降雨量 240mm日最大降雨量 10mm/h相對(duì)濕度 平均 60%（冬季 40%，夏季 80%）主導(dǎo)風(fēng)向 全年主導(dǎo)風(fēng)向?yàn)槠珫|風(fēng)平均風(fēng)速 3 sm平均風(fēng)速 基本風(fēng)壓值 2KN夏季平均風(fēng)速折算成距地面 2m 處數(shù)值 s積雪最大厚度 24cm基本雪壓 2m（2）地質(zhì)資料 規(guī)劃地范圍內(nèi)地勢(shì)平緩，地質(zhì)條件均勻、良好；常年地下水位約地表下2m 處，無(wú)侵蝕性；場(chǎng)地土壤屬于 II 類(lèi)建筑場(chǎng)地，1土層為粉質(zhì)粘土，平均厚度約 ，承載力標(biāo)準(zhǔn)值不小于 130kpa；2土層為粘土，平均厚度約為 6m，承載力標(biāo)準(zhǔn)值不小于 130kpa；土壤最大凍結(jié)深度為 。 結(jié)構(gòu)設(shè)計(jì)說(shuō)明 概述在進(jìn)行辦公樓設(shè)計(jì)時(shí)，我綜合考慮了結(jié)構(gòu)選型，使用功能，基