某七層框架結(jié)構(gòu)住宅樓建筑計(jì)算書1

1、 襄 樊 學(xué) 院 建 筑 工 程 專 業(yè) 畢 業(yè) 設(shè) 計(jì) I摘摘 要要本設(shè)計(jì)給出了韻綠公園住宅小區(qū) 1#樓一榀框架結(jié)構(gòu)設(shè)計(jì)，包括梁、柱及板等部分。該建筑擬建于甲市，地上七層， ，總建筑面積為 4320.16 平方米，總建筑高度為 22.4 米，屬于高層民用建筑。確定該建筑類型為框架結(jié)構(gòu)，結(jié)構(gòu)分析中考慮了風(fēng)荷載、地震荷載及重力荷載的作用，在樓板絕對(duì)剛性并對(duì)框架和剪力墻產(chǎn)生極強(qiáng)的約束作用的假定下，用近似的手算方法分析了該結(jié)構(gòu)中框架受力，并將水平荷載分配到框架上，分別用 D 值法和彎矩分配法計(jì)算水平地震和重力荷載作用下個(gè)構(gòu)件的內(nèi)力，并進(jìn)行了一榀框架的內(nèi)力組合及截面設(shè)計(jì)。通過(guò)對(duì)計(jì)算結(jié)果的分析得知，作為

2、一種精確而快捷的分析手段，還用 PKPM 結(jié)構(gòu)分析軟件對(duì)該結(jié)構(gòu)進(jìn)行了全面的計(jì)算，給出了整個(gè)建筑的結(jié)構(gòu)施工圖?！娟P(guān)鍵詞】 高層建筑，框架 襄 樊 學(xué) 院 建 筑 工 程 專 業(yè) 畢 業(yè) 設(shè) 計(jì) IIABSTRACTThis paper presents a summary of the Green Park Scent of a Residential District 1# load floor, a frame structure design, including beams, columns and part of the surface. The building was propos

3、ed in a city, the floor seven storeys, with a total construction area of 4320.16 square meters. Total height of the building to 22.4 meters tall buildings belong. Determine the type of construction framework and structure analysis considering the wind loads, earthquake loads and gravity loads, In ab

4、solute floor rigid framework and shear walls also have a strong effect on restraining the assumption that Approximate hand with the methods of analysis of the structure of the framework of force and the level of load distribution of the framework, D values were used and the method of moment distribu

5、tion method horizontal seismic and gravity loads the next component forces, and the framework of a load combination of internal forces and section design. The results of the analysis showed, as a fast and accurate means of analysis, PKPM also using structural analysis software on the structure of th

6、e full calculation, given the structure of the whole building construction drawings. 【Key Words】 : high-rise building, frameworks 襄 樊 學(xué) 院 建 筑 工 程 專 業(yè) 畢 業(yè) 設(shè) 計(jì) III目 錄第第 1 章章 建筑設(shè)計(jì)論述建筑設(shè)計(jì)論述.11.1 設(shè)計(jì)依據(jù).11.2 設(shè)計(jì)內(nèi)容.1第第 2 章章 結(jié)構(gòu)設(shè)計(jì)論述結(jié)構(gòu)設(shè)計(jì)論述.3第第 3 章章 結(jié)構(gòu)計(jì)算結(jié)構(gòu)計(jì)算.43.1 結(jié)構(gòu)計(jì)算簡(jiǎn)圖.43.2 截面尺寸選取.43.3 梁柱慣性距的確定.43.4 荷載計(jì)算.53.5 內(nèi)力計(jì)算.9第第 4 章章 水平地震作用下的框架內(nèi)力分析.304.1 梁線度.30 4.2 柱的線剛度 .304.3 自振周期計(jì)算31第第 5 章章 內(nèi)力計(jì)算內(nèi)力計(jì)算.37第第 6 章章