【正文】 made of elastic beam design theory. Structure using horizontal seismic base shear analysis. Frame horizontal load stress analysis using the Dvalue method. Frame structures under vertical load of the force used Moment Distribution Method for analysis. In the structure calculation, first plete dead load, live load and gravity load statistics, then the lateral horizontal seismic load, wind load calculations and internal forces under vertical load force calculation, and on the basis of a bination of forces, pleted the frame beams and columns Reinforcement. Finally pleted basic design and Reinforcement. In the budget estimate, the amount of template focuses on concrete and structure of the project cost and Hebei project budget and other fixed construction costs have a preliminary understanding ofkNowledge and use of project cost mastered the basic steps. Keywords:Frame structure internal force calculation internal force bination section design budget estimate III 目 錄 摘要 ........................................................................ I Abstract .................................................................II 第 1章 緒論 ......................................................... 1 課題背景 ............................................................................................... 1 工程概況 ............................................................................................... 1 設(shè)計(jì)資料 ............................................................................................... 1 主要結(jié)構(gòu)材料 ....................................................................................... 2 設(shè)計(jì)內(nèi)容 ............................................................................................... 2 設(shè)計(jì)方法 ............................................................................................... 2 設(shè)計(jì)依據(jù) ............................................................................................... 2 第 2章 結(jié)構(gòu)布置及計(jì)算簡圖的確定 .................... 3 結(jié)構(gòu)布置 ............................................................................................... 3 確定梁柱截面尺寸 ............................................................................... 3 計(jì)算簡圖的確定 ................................................................................... 4 第 3章 構(gòu)件設(shè)計(jì) .................................................. 5 樓蓋設(shè)計(jì) ............................................................................................... 5 設(shè)計(jì)資料 ........................................................................................ 5 樓面荷載 ........................................................................................ 5 板型劃分 ........................................................................................ 5 荷載分析 ........................................................................................ 6 樓面板配筋： ................................................................................ 8 屋蓋設(shè)計(jì) ............................................................................................... 9 屋蓋荷載 ........................................................................................ 9 荷載分析 ...................................................................................... 10 屋面板配筋： .............................................................................. 12 次梁設(shè)計(jì)： ......................................................................................... 13 設(shè)計(jì)資料： .................................................................................. 13 荷載分析： .................................................................................. 14 IV 計(jì)算簡圖： ...................................................................................14 正截面承載 力計(jì)算： ...................................................................14 樓梯設(shè)計(jì)： ..........................................................................................15 設(shè)計(jì)資料： ...................................................................................15 荷載計(jì)算： ...................................................................................15 截面設(shè)計(jì)： ...................................................................................16 平臺板設(shè)計(jì)： ...............................................................................16 平臺梁設(shè)計(jì)： ...............................................................................17 第 4章 荷載統(tǒng)計(jì) ................................................ 19 重力荷載計(jì)算 ......................................................................................19 各層重力荷載代表值的計(jì)算： ..........................................................21 屋面處重力荷載標(biāo)準(zhǔn)值計(jì)算 ........................................................21 二層各樓面處重力荷載標(biāo)準(zhǔn)值 ....................................................21 底層樓面處重力荷載標(biāo)準(zhǔn)值 ........................................................22 屋頂雪荷 載標(biāo)準(zhǔn)值 ........................................................................22 樓面活載計(jì)算 ................................................................................22 總重力荷載代表值 ........................................................................22 第 5章 橫向水平荷載作用下框架內(nèi)力及側(cè)移計(jì)算 ............................................................................ 23 框架側(cè)移剛度的計(jì)算 ..........................................................................23 橫向框架側(cè)移剛度計(jì)算 ...............................................................23 柱的側(cè)移剛度計(jì)算 .......................................................................24 橫向水平地震作用下框架內(nèi)力及側(cè)移計(jì)算 ......................................24 橫向自振周期計(jì)算 .......................................................................24 水平地震作用及樓層地震剪力計(jì)算 ...........................................24 水平地震作用下位移及剛重比和剪重比驗(yàn)算 ...........................25 水平地震作用下框架內(nèi)力計(jì)算。 ③ 輕質(zhì)粘土層：厚度約為 3~6m； ④ 卵石層：厚度約為 9m。 2． 次梁設(shè)計(jì)：彈性理論方法。 圖 標(biāo)準(zhǔn)層結(jié)構(gòu)布置圖 確定梁柱截面尺寸 縱框架梁： m