【正文】 河南理工大學(xué)本科畢業(yè)設(shè)計(jì) (論文 ) 1 摘 要 本次畢業(yè)設(shè)計(jì)是一幢綜合生產(chǎn)辦公樓，我們主要進(jìn)行的是結(jié)構(gòu)設(shè)計(jì)部分。它包括基礎(chǔ)、柱、梁、板、樓梯、大樣細(xì)部圖等等。該辦公樓屬于 高層建筑，由于 高層建筑隨著層數(shù)和高度的增加水平作用對其安全的控制作用更加顯著， 所以在設(shè)計(jì)中抵抗水平力成為確定和設(shè)計(jì)結(jié)構(gòu)體系的關(guān)鍵問題。 包括地震作用和風(fēng)荷載，高層建筑的承載能力、抗側(cè)剛度、抗震性能等等。 不同的結(jié)構(gòu)體系，適用于不同的層數(shù)、高度和功能。 框架結(jié)構(gòu)是由梁、柱構(gòu)件通過節(jié)點(diǎn)連接構(gòu)成，既承受豎向荷載，也承受水平荷載的結(jié)構(gòu)體系，其優(yōu)點(diǎn)是建筑平面布置靈活，框架結(jié)構(gòu)可通過合理的設(shè) 計(jì)，使之具有良好的抗震性能；框架結(jié)構(gòu)構(gòu)件類型少，易于標(biāo)準(zhǔn)化、定型化；可以采用預(yù)制構(gòu)件，也易于采用定型模板而做成現(xiàn)澆結(jié)構(gòu)，本建筑采用全現(xiàn)澆結(jié)構(gòu)。 結(jié)構(gòu)設(shè)計(jì)的階段大體可以分為三個(gè)階段： 一 .在建筑物初步設(shè)計(jì)的基礎(chǔ)上確定結(jié)構(gòu)方案，選擇合理的結(jié)構(gòu)體系，進(jìn)行結(jié)構(gòu)布置； 二 .初步估算，確定結(jié)構(gòu)構(gòu)件尺寸，進(jìn)行結(jié)構(gòu)計(jì)算。 三 .施工圖設(shè)計(jì)階段：根據(jù)上述計(jì)算結(jié)果，來最終確定構(gòu)件布置和構(gòu)件配筋以及根據(jù)規(guī)范的要求來確定結(jié)構(gòu)構(gòu)件的構(gòu)造措施。 關(guān)鍵詞： 結(jié)構(gòu)設(shè)計(jì)、 荷載計(jì)算、 抗側(cè)剛度、抗震性能、 構(gòu)造措施 河南理工大學(xué)本科畢業(yè)設(shè)計(jì) (論文 ) 2 ABSTRACT The graduation project is a prehensive production office, we carried out major structural design. It includes the foundation, columns, beams and panels, stairs, the kind detailed map, and so office building belonged to highrise building, as highrise building with the floors and a high degree of increase in the level of its security role in the control of a more significant role, so the resistance level in the design of a system to identify and design the structure of the key issues. Including earthquake and wind loads, the carrying capacity of highrise building, the lateral rigidity, seismic performance, and so on. A different structure, applicable to different floors, and hight and function. Frame by the beams, columns ponents through a connecting node, both bear the vertical loads, but also to bear the load level structure, the advantage of building layout flexibility, reasonable framework through the design, so that it has a good seismic performance 。 Frame ponent type less easily standardized, and stereotypes。 can use prefabricated units, but also easy to use stereotypes template caused insitu structure, this building is all castinplace structure. The structural design stage can be roughly divided into three stages: 1. In the preliminary design of buildings determined on the basis of the programme, select a reasonable structure, the structural layout。 2. Preliminary, and determine structural members size, the structural calculations. 3. Map of the design stage: Based on the above results, to determine the final ponent layout and ponents as well as reinforcement in accordance with the requirements of standardized ponents to determine the structure of the structural measures. Key words: Structural design, Load and calculate, Lateral rigidity, Seismic 河南理工大學(xué)本科畢業(yè)設(shè)計(jì) (論文 ) 3 performance, Structural measures 河南理工大學(xué)本科畢業(yè)設(shè)計(jì) (論文 ) 4 目 錄 1 緒論 ......................................................................................... 1 建筑概況 ............................................................................. 6 工程概況 ............................................................................. 7 設(shè)計(jì)資料 ............................................................................. 7 建筑要求 ............................................................................. 7 采光、通風(fēng)、防火設(shè)計(jì) ...................................................... 8 建筑細(xì)部設(shè)計(jì) ..................................................................... 8 2 框架結(jié)構(gòu)設(shè)計(jì)計(jì)算 ................................................................... 8 梁、柱截面、板厚的確定 ................................................... 8 荷載計(jì)算 ............................................................................11 屋面均布恒載（標(biāo)準(zhǔn)值） ............................................................... 11 樓面均布恒載：（標(biāo)準(zhǔn)值） ............................................................. 11 屋面均布活載標(biāo)準(zhǔn)值 ....................................................................... 11 樓面均布活載標(biāo)準(zhǔn)值 ....................................................................... 11 梁、柱自重 ....................................................................................... 12 墻體自重 ........................................................................................... 13 門窗重量 ........................................................................................... 15 荷載匯總 ........................................................................................... 15 水平地震力作用下框架結(jié)構(gòu)的側(cè)移驗(yàn)算 .......................... 17 橫梁線剛度 ....................................................................................... 17 橫向框架柱的側(cè)移剛度 D值 ........................................................... 18 橫向框架自振周期 ........................................................................... 19 橫向框架地震作用計(jì)算 ................................................................... 20 水平地震作用下的位移驗(yàn)算 ........................................................... 22 3 內(nèi)力組合 ................................................................................ 23 水平地震作用下橫向框架的內(nèi)力分析 .............................. 23 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 .............................. 27 計(jì)算單元 ........................................................................................... 27 荷載計(jì)算 ........................................................................................... 27 內(nèi)力計(jì)算 ......................................................