【正文】 滿足室內(nèi)活動、家具等的要求。講究經(jīng)濟效果，使得房屋設(shè)計的使用要求、技術(shù)措施以及造價匹配。（2)采用合理的技術(shù)措施正確選用建筑材料，根據(jù)空間組合的特點，選擇合理的結(jié)構(gòu)、施工方案，使房屋堅固耐久、建造方便。 (8)建筑和環(huán)境應(yīng)綜合考慮防火、抗震、防空和防洪等安全措施。 (6)建筑設(shè)計的標準化應(yīng)與多樣化結(jié)合。 (4)適應(yīng)我國經(jīng)濟發(fā)展水平，在滿足當(dāng)前需要的同時適當(dāng)考慮將來提高和改造的可能。 (2)根據(jù)建筑物的用途和目的，綜合講求建筑的經(jīng)濟效益、社會效益、環(huán)境效益。5) 建筑模數(shù)和模數(shù)制。采用必要的加強房屋整體性的構(gòu)造措施，不做或者少做地震時容易倒塌脫落的建筑附屬物；女兒墻等須作加固處理。 對于位于地震區(qū)的房屋，設(shè)計時應(yīng)考慮：選擇對抗震有利的場地和地基。3) 溫度、濕度、日照、雨雪、風(fēng)向、風(fēng)速等自然氣候條件。1) 人體尺度和人體活動所需的空間尺寸 建筑物中設(shè)備的尺寸，踏步、窗臺、欄桿的高度，門洞、走廊、 樓梯的寬度和高度，以至各類房間的高度和面積大小，都和人體尺度以及活動所需的空間尺度有直接或間接的關(guān)系，因此人體尺度和人體活動所需空間是確定建筑空間的基本依據(jù)之一。Ⅱ類建筑場地，基本雪壓：，基本風(fēng)壓：，地面粗糙度為C類。工程采用框架結(jié)構(gòu)，結(jié)構(gòu)安全等級二級，合理使用年限50年。擬建綜合樓用地基本為長方形，長約38 m，寬約15m，總占地面積約600m2，總建筑面積約2900m 2；地上5層。 and Choice structure system。由于地質(zhì)條件的因素，本工程采用樁基礎(chǔ)，并將進行樁基礎(chǔ)的樁承載力計算和驗算及承臺的計算及驗算。在計算出其豎向荷載及外力作用下的內(nèi)力后，并進行內(nèi)力組合，選擇其中最不利內(nèi)力進行結(jié)構(gòu)構(gòu)件設(shè)計?？蚣芙Y(jié)構(gòu)設(shè)計包括：豎向荷載匯集及豎向荷載作用下的內(nèi)力計算，水平荷載作用下結(jié)構(gòu)的內(nèi)力計算和側(cè)移驗算。樓梯采用板式樓梯，并進行了平臺板，梯段板，平臺梁設(shè)計。樓板設(shè)計包括雙向板、單向板設(shè)計，計算內(nèi)力方法采用彈性理論。其中結(jié)構(gòu)計算包括：荷載計算、內(nèi)力計算及配筋計算，并繪制相關(guān)的結(jié)構(gòu)施工圖。第二部分為結(jié)構(gòu)設(shè)計。本設(shè)計分為建筑設(shè)計和結(jié)構(gòu)設(shè)計兩部分。摘 要本次設(shè)計是呼倫貝爾市新建天潤藍翔花園綜合樓設(shè)計,共五層，首層為商服區(qū)，其他層為賓館區(qū)共四層?？偨ㄖ娣e為2900 m2，商服區(qū)建筑面積為526 m2，本結(jié)構(gòu)采用現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)，抗震設(shè)防烈度按7度設(shè)計。第一部分為建筑設(shè)計，建筑設(shè)計以國家相應(yīng)規(guī)范、標準為依據(jù)，完成了設(shè)計任務(wù)書所要求的建筑平面設(shè)計，并在此基礎(chǔ)上進行了立面、剖面、建筑詳圖設(shè)計以及建筑構(gòu)造做法和材料的選用。結(jié)構(gòu)設(shè)計是在建筑設(shè)計的基礎(chǔ)上確定結(jié)構(gòu)方案；選擇結(jié)構(gòu)體系；進行結(jié)構(gòu)布置，及結(jié)構(gòu)構(gòu)件的尺寸估算，并確定結(jié)構(gòu)構(gòu)件尺寸，進行結(jié)構(gòu)計算。在確定框架結(jié)構(gòu)體系基礎(chǔ)上，首先，進行了樓板結(jié)構(gòu)的設(shè)計。其次，進行樓梯的設(shè)計。再次，進行了框架結(jié)構(gòu)的設(shè)計。其中，水平地震作用采用底部剪力法。最后，基礎(chǔ)結(jié)構(gòu)設(shè)計。關(guān)鍵詞： 框架結(jié)構(gòu) 板式樓梯 雙向板 樁基礎(chǔ) AbstractThis design is the hulunbuir city Xinjiangtianrun LanXiang garden design, building embellish of five layers, first for ShangFu area, m high, other layer for hotel area of total four layer, layer m, for a total construction height of m. The total construction area of 2900 m2, ShangFu area construction area of 526 m2, the structure and the castinplace reinforced concrete frame structure, seismic fortification intensity of 7 by design. This design is divided into building design and structure design two parts. The first part is building design, architecture design with the national standard, the corresponding standard as the basis, pleted the design plan descriptions of the required of building plane design, and based on this facade, section, construction detailed design, and architectural construction practices and material selection. The second part is the structure design. Structure design in architectural design is determined on the basis of structure scheme。 The structure arrangement for the size of the structures, and estimate, and determined the structures, structural calculation size. One structure calculation include: the load calculation, internal force calculation and reinforcement calculation, and draw related structure construction drawing. In determining the frame structure, first of all, based on the floor structure design. Floor design including twoway board, ChanXiangBan design, calculation of internal forces use elastic theory method. Secondly, the design of stair. The stair board type stair, and a flat bedplate, ladder board, platform beam for design. Again, the frame structure design. Frame structure design including: collection and the vertical load under vertical load calculation, the internal force of the structure under horizontal loads the internal force calculation and lateral checking. Among them, the horizontal earthquake effect the bottom shear method. In calculating a vertical loads and the external force under the action of internal force, and force bination, choose one of the most unfavorable internal structure ponent design. Finally, basic structure design. Because the geological conditions, factors in this project, and will conduct pile foundation of the pile foundation of the pile bearing capacity calculation and checking and pile caps by calculation and checking. Keywords: Frame structure Board type stair Twoway board Pile foundation 目 錄摘 要 IAbstract II第1章 建筑說明 1 1 1 1 1 2 5 5 6 6 7 7 7 8 9第2章 樓板結(jié)構(gòu)設(shè)計 11 11 11 12 15第3章 樓梯結(jié)構(gòu)設(shè)計 16 16 17 17 17 18 18 18 19 19 19 19 荷載計算 20 配筋計算 20第4章 框架結(jié)構(gòu)設(shè)計 22 22 22 22 豎向荷載計算 24 25 26 27 28 31 31 32 38 44 44 45 54 54 55 57 65 框架梁內(nèi)力組合 65 72 77 77 82第5章 基礎(chǔ)結(jié)構(gòu)設(shè)計 88 地質(zhì)資料 88 樁的材料及尺寸確定 89 單樁承載力確定 89 91 沖切驗算及承臺配筋 94結(jié) 論 97致 謝 98參考文獻 99105DirectoryAbstract IAbstract IIChapter 1 Architectural design of 1 Project summary 1 Design basis and design principles 1. Design basis 1. Design principles 1 Architectural graphic design 2 Building facade design 5 Facade shape design 5 Color design 6 Profile design 6 Detail design 7 Outdoor steps and SanShui design 7 The ground floor of engineering design 7 Wall engineering design 8 Roofing project design 9 Chapter 2 Floor structure design 11 Floor structure layout 11 Board structure design 11 Twoway board structure design 12. ChanXiangBan structure design 15 Chapter 3 Stair structure design 16 Basic material 16 Ladder period of the inclined plate design 17 Load calculation 17 Internal force calculation 17 Reinforcement calculation 18 Flat bedplate design 18 Load calculation 18 Internal force calculation 19 Reinforcement calculation 19 Platform beam design 19 Load calculation 19 Internal force calculation 20 Reinforcement calculation 20 Chapter 4 Frame structure design 22 Section size estimate 22 Beam section size estimate 22 The column section size estimate 22 Vertical load calculation 24 Roof and floor the load calculation 25 Beam and wall body gravity load calculation 26 Roof and floor gravity load representative value are calculated 27 Frame beamcolumn line stiffness and lateral stiffness calculation 28 Under vertical load of the internal force redistribution of the structure calculation 31 Calculation unit selection 31 Load calculation 32 Framework internal force calculation 38 The wind load level of internal force calculation a