【正文】 .................................................................................... 72 陽臺(tái)板配筋計(jì)算 ............................................................................................ 73 第 10 章 樓梯設(shè)計(jì) ................................................. 74 設(shè)計(jì)參數(shù) ...................................................................................................... 74 樓梯板設(shè)計(jì) ................................................................................................. 74 荷載計(jì)算 .......................................................................................... 74 截面設(shè)計(jì) .......................................................................................... 74 平臺(tái)板的設(shè)計(jì) ............................................................................................. 75 荷載計(jì)算 .......................................................................................... 75 截面設(shè)計(jì) .......................................................................................... 75 第 11 章 基礎(chǔ)設(shè)計(jì) ................................................. 77 （五） .................................................................................. 77 地層及巖性 ....................................................................................... 77 地下水 ............................................................................................... 77 極限承載力標(biāo)準(zhǔn)值 fk(kPa) .............................................................. 77 基礎(chǔ)方案選擇 .............................................................................................. 79 設(shè)計(jì)計(jì)算過程 .............................................................................................. 80 基礎(chǔ)埋深 ........................................................................................... 80 哈爾濱工業(yè)大學(xué)畢業(yè)設(shè)計(jì)（論文） VII 地基承載力修正 ............................................................................... 80 A 軸柱下基礎(chǔ) ................................................................................... 81 B 軸柱下基礎(chǔ) ................................................................................... 86 C 軸柱下基礎(chǔ) ................................................................................... 91 基礎(chǔ)沉降計(jì)算 .............................................................................................. 97 A 軸柱下基礎(chǔ)： ............................................................................... 97 B 軸柱下基礎(chǔ)： ............................................................................... 99 C 軸柱下基礎(chǔ)： ............................................................................. 101 連系梁設(shè)計(jì) ................................................................................................ 103 結(jié) 論 .......................................................... 104 致 謝 .......................................................... 105 參考文獻(xiàn) ........................................................ 106 附錄一 PKPM 電算 ................................................. 107 附錄二：外文文獻(xiàn)原文 ............................................ 145 附錄二 ： 外文文獻(xiàn)翻譯 ............................................ 148 哈爾濱工業(yè)大學(xué)畢業(yè)設(shè)計(jì)（論文） 1 緒論 鋼結(jié)構(gòu)房屋是保護(hù)生態(tài)環(huán)境工作中的一大熱點(diǎn)話題。 the design of the Architecture。 關(guān)鍵詞 ：鋼結(jié)構(gòu) 多層住宅 建筑設(shè)計(jì) 結(jié)構(gòu)設(shè)計(jì) 基礎(chǔ)設(shè)計(jì) 哈爾濱工業(yè)大學(xué)畢業(yè)設(shè)計(jì)（論文） III Abstract The concrete frame living building is a kind of construction project that is energetically popularized by the country. It shows the direction of living building industrialization and it make sense the development. This design is for such a concrete frame building . The first part is the architectural architectural design is on the premise of master plan, according to the request of book, considering the base environment synthetically, the function of use, the structure constructs, material equipment, architectural design and artistic question of the building , solve the function of use of the building and arrangement in the space. Whether according to concept design of building, principle policy of building,the design should finish the following aspects. The overall arrangement of the building , the elementary cell is designed, the public part is designed, the space is made up and designed, the roofing is designed, the elevation design of the building and building fire prevention and design etc.. The second part is structural design. Structural design is consisted by calculation of wind load ,design of frame, stair design, board design with the foundation designing etc. making up. Should build provide fortification against earthquake intensity 7 , antidetonation grade for being tertiary , consider horizontal earthquake function impact on horizontal frame and apply the method of for force calculate ,Vertical to load function, horizontal frame internal force calculate and adopt the method of to assign France, and internal force makee up vertical to is it make up and not vertical to load with earthquake strength setting a roof beam in place to frame. The third part based on the design according to the requirement of the design specification and code for design of building foundation regulation, this project adopts the independent foundation under column, column spacing smaller place connected with the joint base. Foundation design main basis upper structure form, the foundation to the top of the internal force and construction site geological conditions, this project on the basis of calculation, foundation and foundation settlement calculation. Keywords: concrete frame living building。 第三部分為基礎(chǔ)設(shè)計(jì) 根據(jù)設(shè)計(jì)任務(wù)書的要求和《地基基礎(chǔ)設(shè)計(jì)規(guī)范》的規(guī)定，本工程采用柱下獨(dú)立基礎(chǔ)，部分柱距較小的地方采用聯(lián)合基礎(chǔ)?？紤]風(fēng)荷載對(duì)橫向框架的影響，采用 D 值法計(jì)算內(nèi)力。依據(jù)建筑物的概念，建筑方針的原則，完成了擬建住宅樓以下幾方面的設(shè)計(jì)：建筑布局，基本戶型確定，空間組合設(shè)計(jì)，屋面設(shè)計(jì)及建筑立面設(shè)計(jì)等等。哈爾濱工業(yè)大學(xué)畢業(yè)設(shè)計(jì)（論文） I 畢業(yè)設(shè)計(jì)（論文 ） 題 目 鋼結(jié)構(gòu)七層住宅樓 專 業(yè) 土木工程 學(xué) 號(hào) 1093310211 學(xué) 生