【正文】 ........................................................................................................... 1 工程名稱 .......................................................................................................................... 1 建筑地 點(diǎn) .......................................................................................................................... 1 用地概況 .......................................................................................................................... 1 建筑物特點(diǎn) ...................................................................................................................... 1 基本風(fēng)壓值 ...................................................................................................................... 1 抗震設(shè)防 .......................................................................................................................... 1 地基與基礎(chǔ) ...................................................................................................................... 1 墻身做法 .......................................................................................................................... 2 樓面做法 .......................................................................................................................... 2 屋面做法 ........................................................................................................................ 2 門窗做法 ......................................................................................................................... 2 2 結(jié)構(gòu)平面布置 ......................................................................................................................... 3 結(jié)構(gòu)方案的選擇及結(jié)構(gòu)布置 .......................................................................................... 3 結(jié)構(gòu)方案的確定 ....................................................................................................... 3 基礎(chǔ)類型的確定 ....................................................................................................... 3 結(jié)構(gòu)構(gòu)件截面尺寸和材料的選擇 ........................................................................... 3 3 框架荷載計(jì)算 ......................................................................................................................... 5 框架計(jì)算簡圖及梁柱線剛度 .......................................................................................... 5 恒載標(biāo)準(zhǔn)值計(jì)算 .............................................................................................................. 6 活荷載標(biāo)準(zhǔn)值計(jì)算屋面和樓屋面活荷載標(biāo)準(zhǔn)值 .......................................................... 7 豎向框架下荷載受荷計(jì)算 .............................................................................................. 7 恒載計(jì)算 ................................................................................................................... 8 活載計(jì)算 ................................................................................................................. 13 風(fēng)荷載內(nèi)力計(jì)算 ............................................................................................................ 15 風(fēng)荷載下標(biāo)準(zhǔn)值計(jì)算 ............................................................................................. 15 風(fēng)荷載作用下的位移驗(yàn)算。 關(guān)鍵詞： 結(jié)構(gòu)設(shè)計(jì) ； 荷載計(jì)算 ； 配筋計(jì)算 全套圖紙，加 153893706 The Design of 147 Dormitory Building Structure ABSTRACT In practical engineering, the reinforced concrete frame structure has been a mon structural form owing to its successful applications in many areas such as residences, officers, schools and other public buildings. This thesis is aimed at the design for transverse frame of teaching buildings with multistory frame. Firstly, dead loads, live loads, wind load and seismic load of the structure are calculated referring to “Load Standards ”. Then the standard values of each members of structure under horizontal load and vertical load can be obtained by using stratification method and “D” method respectively. Besides, the internal forces under various load are bined according to the most unfavorable bination mode. Finally, the most unfavorable one or several ones among binations are selected for the design of section. In this way, the safest results reinforcement is chosen and production drawing is designed. The basement, the floor and the stairs are also designed and structural production drawing are designed in this thesis. Moreover, the structure puterization is shown by using PKPM. Thanks to this graduation design, I put all the knowledge I learned in the past four years into use. I master the entire process of the design of frame structure and know how to apply the theory to practice. Meanwhile, I bee more familiar with the standards and operations of relative softwares than before. All i have done lay a good foundation for my future work. Keywords: Structure Design。 通過本次畢業(yè)設(shè)計(jì)并充分結(jié)合我四年來學(xué)到的基本知識使我了解了框架結(jié)構(gòu)設(shè)計(jì)的全過程，達(dá)到了從理論到實(shí)踐的飛躍。本設(shè)計(jì)還對基礎(chǔ)、樓板、樓梯等進(jìn) 行了設(shè)計(jì)，并繪出了結(jié)構(gòu)施工圖。然后按照最不利組合方式，對各種作用下的內(nèi)力進(jìn)行組合。在進(jìn)行設(shè)計(jì)時(shí)首先查《荷載規(guī)范》對結(jié)構(gòu)的恒載、活載、風(fēng)荷載以及地震荷載進(jìn)行計(jì)算。 宿舍樓建筑結(jié)構(gòu)設(shè)計(jì) 摘要 在實(shí)際工程中，鋼筋混凝土框架結(jié)構(gòu)是一種較為普遍結(jié)構(gòu)形式，廣泛應(yīng)用于住宅、 辦公、學(xué)校等公共建筑。本設(shè)計(jì)主要對多層框架教學(xué)樓的橫向框架進(jìn)行了設(shè)計(jì)。豎向荷載利用分層法、水平荷載利用 D 值法進(jìn)而得到各種作用下結(jié)構(gòu)各桿件的內(nèi)力標(biāo)準(zhǔn)值。最后在組合中找出各桿件最不利的一組或幾組對構(gòu)件進(jìn)行截面設(shè)計(jì)，選取最安全的結(jié)果進(jìn)行配筋并繪出施工圖。除對本框架進(jìn)行手算外，還利用了 PKPM 對本結(jié)構(gòu)進(jìn)行了電算。同時(shí)通過設(shè)計(jì)中使用的建筑方面的規(guī)范和軟件，使我更加熟悉了規(guī)范和軟件的使用操作，為我以后工作打下了良好的基礎(chǔ)。 Load Calculation 。 ................................................................................. 16 4 非地震作用下框架內(nèi)力計(jì)算 ............................................................................................... 20 豎向恒載作用下的內(nèi)力計(jì)算 ........................................................................................ 20 彎矩分配系數(shù)計(jì)算 ................................................................................................. 20 計(jì)算桿件固端彎矩 .....................