【正文】 南京工業(yè)大學(xué)本科生畢業(yè)設(shè)計(jì) (論文 ) I 企達(dá)工業(yè) （南京） 有限公司生產(chǎn)廠房設(shè)計(jì) 摘 要 在建筑物結(jié)構(gòu)設(shè)計(jì)中，框架結(jié)構(gòu)常被作為一個(gè)重要且標(biāo)準(zhǔn)的型式而采用。它適用于低層、多層建筑物，亦可用于超高層建筑物。同剪力墻結(jié)構(gòu)相比，這種結(jié)構(gòu)更適合在建筑物的內(nèi)部或者外圍的墻體上開設(shè)規(guī)則孔洞。同時(shí)它還能充分利用建筑物內(nèi)在任何情況下都要采用的梁和柱的剛度，但當(dāng)柱子與梁剛性連接時(shí)，通過框架受彎來抵抗水平和豎向荷載會(huì)使這些柱子的承載能力變得更大。 大多情況下，框架的剛度不如剪力墻，因此對(duì)于細(xì)長的建筑物將會(huì)出現(xiàn)過度變形。但正是因?yàn)槠淙嵝裕沟闷渑c剪力墻結(jié)構(gòu)相比具有更大的 延性，因而地震荷載下不易發(fā)生事故。例如，如果框架局部出現(xiàn)超應(yīng)力時(shí)，那么其延性就會(huì)允許整個(gè)結(jié)構(gòu)出現(xiàn)倒塌事故。因此，框架結(jié)構(gòu)常被視為最好的高層抗震結(jié)構(gòu)。另一方面，設(shè)計(jì)得好的剪力墻結(jié)構(gòu)也不可能倒塌。 當(dāng)然，還可以在建筑結(jié)構(gòu)設(shè)計(jì)中，將框架結(jié)構(gòu)和剪力墻結(jié)構(gòu)結(jié)合起來使用。例如，在房屋建筑上使用框架，而在其中可以使用剪力墻。對(duì)于很多多高層建筑，如果墻體和筒架進(jìn)行合理地安排與連接，會(huì)起到很好的抵抗側(cè)向荷載的作用。還要求由這些結(jié)構(gòu)體系提供的剛度在各個(gè)方向上應(yīng)大體對(duì)稱。 關(guān)鍵詞 ： 結(jié)構(gòu)設(shè)計(jì) 框架結(jié)構(gòu) 鋼框 Abstract 摘 要 II In the design of architectural buildings , rigidframe systems have been accepted as an important and standard means . They are the same with low and medium buildings for designing buildings . They are employed for low and medium up to highrise building .Compared to shearwall systems , these rigid frames both within and at the outside of a buildings . They also make use of the stiffness in beams and columns that are required for the buildings in any case , but the columns are made stronger when rigidly connected to resist the lateral as well as vertical forces though frame bending . Frequently , rigid frames will not be as stiff as shearwall construction , and therefore may produce excessive deflections for the more slender highrise buildings designs . But because of this flexibility , they are often considered as being more ductile and thus less susceptible to catastrophic earthquake failure when pared with ( some ) shearwall designs . For example , if over stressing occurs at certain portions of a steel rigid frame , ductility will allow the structure as a whole to deflect a little more , but it will by no means collapse even under a much larger force than expected on the structure . For this reason , rigidframe construction is considered by some to be a “best”seismicresisting type for highrise steel buildings . On the other hand ,it is also unlikely that a welldesigned sharewall system would collapse. Of course , it is also possible to bine rigidframe construction with shearwall systems in one buildings ， For example , the buildings geometry may be such that rigid frames can be used in one direction while shear walls may be used in the other direction。 【 Keyword】 : the structure design 。 Frame structure ； Steel structure 南京工業(yè)大學(xué)本科生畢業(yè)設(shè)計(jì) (論文 ) III 目 錄 摘 要 ............................................................................................................................ I 目 錄 ........................................................................................................................ III 前 言 ........................................................................................................................VI 第一章 設(shè)計(jì)概況 .................................................................................................... 1 工程概況 ......................................................................................................... 1 建筑結(jié)構(gòu)等級(jí)指標(biāo)及設(shè)計(jì)年限 ..................................................................... 1 建筑設(shè)計(jì)相關(guān)參數(shù) ......................................................................................... 1 本工程設(shè)計(jì)過程中所遵循的標(biāo)準(zhǔn)規(guī)范 ......................................................... 2 施工 技術(shù) 條件 ................................................................................................. 3 材料供應(yīng) ......................................................................................................... 3 第二章 建筑設(shè)計(jì) .................................................................................................... 4 平面設(shè)計(jì) ......................................................................................................... 4 立面設(shè)計(jì) ......................................................................................................... 4 剖面設(shè)計(jì) ......................................................................................................... 5 防火設(shè)計(jì)防火分區(qū) ......................................................................................... 5 第三章 結(jié)構(gòu)選型與結(jié)構(gòu)布置 ............................................................................. 6 結(jié)構(gòu)選型 ......................................................................................................... 6 結(jié)構(gòu)布置 ......................................................................................................... 6 平面布置 ............................................................................................... 6 豎向布置 ............................................................................................... 6 樓蓋布置 ............................................................................................... 6 基礎(chǔ)形式 ............................................................................................... 7 材料的選用 ..................................................................................................... 7 初估構(gòu)件截面尺寸 ......................................................................................... 7 組合樓板截面初估 ................................................................................ 7 框架柱截面初估 ................................................................................... 7 框架計(jì)算單元及計(jì)算簡圖 ............................................................................. 8 目錄 IV 計(jì)算單元 ............................................................................................... 8 計(jì)算簡圖 ............................................................................................... 9 第四章 荷載值計(jì)算 .............................................................................. 11 荷載標(biāo)準(zhǔn)值計(jì)算 ............................................................................................11 恒荷載標(biāo)準(zhǔn)值計(jì)算 ...........................