【正文】 熟悉 PKPM結(jié)構(gòu)設(shè)計(jì)軟件的特點(diǎn)、使用方法、基本假定、出圖說(shuō)明，利用 PKPM軟件進(jìn)行結(jié)構(gòu)設(shè)計(jì)，并用軟件繪制結(jié)構(gòu)施工圖。 4.、設(shè)計(jì)結(jié)果 建筑：建筑平面圖兩張、立面圖一張、剖面圖一張、墻身大樣一張。 參考文獻(xiàn)及資料 《建筑資料設(shè)計(jì)集》 3中國(guó)建筑工業(yè)出版社 《高層民用建筑防火規(guī)范》 GB500452020 《建筑構(gòu)造通用圖集》 中國(guó)建筑工業(yè)出版社 《民用建 筑設(shè)計(jì)通則》 GB503522020 《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》 JGJ32020 《建筑結(jié)構(gòu)抗震規(guī)范》 GB500112020 《建筑結(jié)構(gòu)荷載規(guī)范》 GB500092020 《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》 GB500102020 《 PKPM結(jié)構(gòu)設(shè)計(jì)應(yīng)用》 張宇鑫等 .同濟(jì)大學(xué)出版社 指導(dǎo)教師簽字 時(shí) 間 年 月 日 摘 要 本設(shè)計(jì)名為“科苑商務(wù)樓設(shè)計(jì)”，采用現(xiàn)澆鋼 筋混凝土框架 — 剪力墻結(jié)構(gòu)，共 11層，建筑高度 ，現(xiàn)澆鋼筋混凝土樓蓋，填充墻為加氣混凝土砌塊。 設(shè)計(jì)包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)，建筑設(shè)計(jì)包括：平面設(shè)計(jì)、立面設(shè)計(jì)、剖面設(shè)計(jì)，重點(diǎn)考慮建筑功能和建筑消防的要求。計(jì)算了結(jié)構(gòu)的層間位移，并進(jìn) 行了一根框架梁、柱、一片剪力墻的截面設(shè)計(jì)。本設(shè)計(jì)滿(mǎn)足現(xiàn)行規(guī)范的要求。Approximate method to calculate the internal forces of the transverse frame and shear walls under wind loads, earthquake and under the action of vertical of earthquake action on the bottom shear method, internal force calculation of the structure under lateral loads, consider the frame shear wall work. the layer displacement of structure is calculated, and the section design of a frame beam, column, a shear the same time, the overall design and construction drawing using PKPM. The design meet the requirements of the code. Keywords： seismic design frame shear wall PKPM 目 錄 第 1 章 緒論 .........................................................................................................................1 概述 ............................................................................................................................1 框架 剪力墻結(jié)構(gòu)優(yōu)點(diǎn) ...............................................................................................1 框架剪力墻結(jié)構(gòu)設(shè)計(jì)的基本概念 ............................................................................2 框架剪力墻的計(jì)算方法 ............................................................................................2 框架剪力墻結(jié)構(gòu)優(yōu)化策略 ........................................................................................3 第 2 章 建筑設(shè)計(jì) .................................................................................................................4 設(shè)計(jì)要點(diǎn) ....................................................................................................................4 建筑平面設(shè)計(jì) .....................................................................................................4 建筑立面設(shè)計(jì) .....................................................................................................4 建筑剖面設(shè)計(jì) .....................................................................................................4 方案設(shè)計(jì) ....................................................................................................................4 建筑平面設(shè)計(jì) .....................................................................................................4 建筑立面設(shè)計(jì) .....................................................................................................5 建筑剖面設(shè)計(jì) .....................................................................................................5 第 3 章 工程概況 .................................................................................................................6 工程概況 ....................................................................................................................6 建筑概況 .............................................................................................................6 結(jié)構(gòu)特征 .............................................................................................................6 主要技術(shù)指標(biāo) .....................................................................................................6 第 4 章 結(jié)構(gòu)設(shè)計(jì) .................................................................................................................7 結(jié)構(gòu)布置方案 ............................................................................................................8 結(jié)構(gòu)構(gòu)件尺寸確定 ....................................................................................................8 梁截面尺寸確定 .................................................................................................8 混凝土樓板厚度選擇 .........................................................................................9 框架柱截面尺寸選擇 .........................................................................................9 剪力墻厚度選擇 .................................................................................................9 第 5 章 荷載統(tǒng)計(jì) ...............................................................................................................10 屋面荷載（不上人屋面） ......................................................................................10 樓面荷載 ..................................................................................................................10 衛(wèi)生間樓面荷載 ......................................................................................................10 外墻體荷載 ..............................................................................................................11 內(nèi)墻體荷載 ..............................................................................................................11 女兒墻體荷載 ..........................................................................................................11 柱自重線(xiàn)荷載 ..........................................................................................................12 剪力墻自重線(xiàn)荷 ......................................................................................................12 梁自重線(xiàn)荷 ..............................................................................................................12 第 6 章 框架 剪力墻及連梁剛度計(jì)算 ..............................................................................13 框架剛度計(jì)算 ........................................................