【正文】 磚，用 M5 混合砂漿砌筑（容重 ）；衛(wèi)生 間隔墻為 90 厚空心磚，用 M5 混合砂漿砌筑（容重 ）； 門窗：鋼塑門窗，木門； 樓面和屋面： ①樓面： 10mm 厚無秞缸磚樓面；水泥砂漿找平層厚度 20mm；底粉 15mm 抹灰層。地上 6 層,層高 ，建筑高度為 。本方案主體結(jié)構(gòu)為縱橫向承重框架。 畢 業(yè) 設(shè) 計中文題目 廣東深圳市某 6 層宿舍鋼筋混凝土框架設(shè)計英文題目The six layer dormitory frame design of Shenzhen in Guangdong province 畢業(yè)設(shè)計（論文）誠信聲明書本人鄭重聲明：在畢業(yè)設(shè)計（論文）工作中嚴(yán)格遵守學(xué)校有關(guān)規(guī)定，恪守學(xué)術(shù)規(guī)范；我所提交的畢業(yè)設(shè)計（論文）是本人在 指導(dǎo)教師的指導(dǎo)下獨立研究、撰寫的成果，設(shè)計（論文）中所引用他人的文字、研究成果，均已在設(shè)計（論文）中加以說明；在本人的畢業(yè)設(shè)計（論文）中未剽竊、抄襲他人的學(xué)術(shù)觀點、思想和成果，未篡改實驗數(shù)據(jù)。根據(jù)任務(wù)書定出各層平面圖及平面布置。 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(shè)計準(zhǔn)備 ............................................................1 設(shè)計依據(jù) ............................................................1 結(jié)構(gòu)材料選用 ........................................................1 結(jié)構(gòu)平面布置 .......................................................3 主要構(gòu)件尺寸及性能參數(shù) .............................................3 第二章 荷載計算 ...........................................................6 恒荷載標(biāo)準(zhǔn)值計算 ....................................................6 豎向活荷載標(biāo)準(zhǔn)值計算 ...............................................8 地震作用計算 ......................................................13 第三章 內(nèi)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(nèi)力組合 ..........................................................36 框架柱內(nèi)力組合 .....................................................37 框架梁內(nèi)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(shè)計 ...........................................................62 第七章 樓梯的計算與配筋 ..................................................65 材料選用 ...........................................................65 踏步斜板設(shè)計 .......................................................65 平臺板設(shè)計 .........................................................66 II 平臺梁 .............................................................67 第八章 基礎(chǔ)設(shè)計與配筋 ....................................................69 工程地質(zhì)勘測條件 ...................................................69 荷載組合 ...........................................................70 基礎(chǔ)設(shè)計 ...........................................................71 第九章 結(jié)語 ................................................................79 參考文獻(xiàn) .................................................................80 致謝 .....................................................................81 附件（ 結(jié)構(gòu)電算書） ...................................................82115 1第一章 設(shè)計準(zhǔn)備 設(shè)計依據(jù)廣東深圳市某 6 層宿舍鋼筋混凝土框架設(shè)計，占地面積為 ；總建筑面積2m為 。 結(jié)構(gòu)材料選用 混凝土：柱子采用 C40, 梁、板采用 C30； 鋼筋：縱向受力鋼筋采用熱軋鋼筋 HRB400,其余采用熱