【正文】 設計基本地震加速度值為 ，抗震等級為三級，場地為二類，所以必須進行抗震設計。該設計為鋼筋混凝土現(xiàn)澆框架結構建筑層數(shù)為 6 層。 學生簽名： 年 月 日 I某 6 層宿舍鋼筋混凝土框架設計[摘 要]本畢業(yè)設計題目為“廣東深圳市某 6 層宿舍鋼筋混凝土框架設計”。 畢 業(yè) 設 計中文題目 廣東深圳市某 6 層宿舍鋼筋混凝土框架設計英文題目The six layer dormitory frame design of Shenzhen in Guangdong province 畢業(yè)設計（論文）誠信聲明書本人鄭重聲明：在畢業(yè)設計（論文）工作中嚴格遵守學校有關規(guī)定，恪守學術規(guī)范；我所提交的畢業(yè)設計（論文）是本人在 指導教師的指導下獨立研究、撰寫的成果，設計（論文）中所引用他人的文字、研究成果，均已在設計（論文）中加以說明；在本人的畢業(yè)設計（論文）中未剽竊、抄襲他人的學術觀點、思想和成果，未篡改實驗數(shù)據(jù)。本設計（論文）和資料若有不實之處，本人愿承擔一切相關責任。結構設計包括上部結構設計和基礎設計以及樓梯設計，主要是在建筑設計的基礎上確定結構方案，并繪制結構施工平面圖。建筑主體高度為 米，總建筑面積 平方米。根據(jù)任務書定出各層平面圖及平面布置。在進行荷載計算和構件截面估算后，選取了一榀框架進行計算，計算內容包括框架梁柱截面尺寸的選取及線剛度的計算；恒載、活載、地震作用下梁端、柱端彎矩、剪力的計算；框架內力組合；框架梁柱配筋計算；樓蓋、樓梯及基礎配筋計算。整個方案設計基本符合設計和結構要求，具有一定的合理性。同時，對這些年所學的專業(yè)知識和基本概念有了更深的理解，從而提高了分析和解決實際問題的能力。 IIThe six layer dormitory frame design of Shenzhen in Guangdong province[Abstract]This graduation design topic is The six layer dormitory frame design of Shenzhen of Guangdong province. The structure design includes design of superstructure and foundation design, stair design, mainly is to determine the structure scheme based on the architectural design, construction drawing and structure plane. The design of castinplace reinforced concrete frame structure building of the 6 layer. The main body of the building with a total height of 24meters, a total construction area of square meters. According to the design requirements, seismic fortification intensity is 7 degrees, the basic design of the earthquake acceleration is , seismic grade three, venues for the two, so we must conduct seismic layout of each floor would be finished on the basis of the desing program. The main structure of the program is longitudinal and transveral loadbearing frame. After the load calculation and ponents section estimates were finished, a framework of selection was caculated, including berms and columns dimensions and the stiffness, dead load, liveload and moment of beams and columns under earthquaake, shear calculation, framework of internal force bination and reinforcement calculation of framework of the beam and column, reinforcement calculation of staircase and foundation. Reinforcemments of grade III and stirrups of grade I were adopted in framework. The program design meets the design and structural requirements, has a certain rationality. In a word, I have been familiar with the whole peocess of design, mastered the basic method of calculation of structural design and pleted the graduation design task successfully by means of making the drawings of the mall floor plans, sectionaal and constructional drawing and designing the structure. Meanwhile, I have had a deeper understanding for all the bassic concepts and professional knowledge which I have learned for the four years. Consequently, the process improved my ability for analysing and solving practical problens. [Key Words]Frame structure, structure design, foundation design, seismic design, section design, internal force calculation. I目錄 第一章 設計準備 ............................................................1 設計依據(jù) ............................................................1 結構材料選用 ........................................................1 結構平面布置 .......................................................3 主要構件尺寸及性能參數(shù) .............................................3 第二章 荷載計算 ...........................................................6 恒荷載標準值計算 ....................................................6 豎向活荷載標準值計算 ...............................................8 地震作用計算 ......................................................13 第三章 內力計算 ..........................................................19 恒荷載作用下的計算 .................................................19 活荷載作用下的計算 .................................................26 地震作用下的計算 ...................................................29 第四章 內力組合 ..........................................................36 框架柱內力組合 .....................................................37 框架梁內力組合 .....................................................39 第五章 框架梁柱配筋 ......................................................43 框架柱配筋 .........................................................43 框架梁截面配筋 .....................................................51 第六章 板的計算與配筋 ....................................................61 荷載計算 ...........................................................61 彎矩計算 ...........................................................62 截面設計 ...........................................................62 第七章 樓梯的計算與配筋 ..................................................65 材料選用 ...........................................................65 踏步斜板設計 .......................................................65 平臺板設計 .........................................................66 II 平臺梁 .............................................................67 第八章 基礎設計與配筋 ....................................................69 工程地質勘測條件 ...................................................69 荷載組合 ...........................................................70 基礎設計 ...........................................................71 第九章 結語 ................................................................79 參考文獻 ..........