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土木工程專業(yè)畢業(yè)設(shè)計(jì)計(jì)算書(shū)-wenkub

2022-09-11 19:00:52 本頁(yè)面
 

【正文】 .................................. 8 。結(jié)構(gòu)體系選擇后,依據(jù)《建筑結(jié)構(gòu)和在規(guī)范》等進(jìn)行荷載統(tǒng)計(jì),用 彎矩二次分配 法、 D 值法等進(jìn)行內(nèi)力計(jì)算,再進(jìn)行內(nèi)里組合以及配筋設(shè)計(jì)。 建筑設(shè)計(jì)采取積極措施來(lái)增強(qiáng)建筑物的外表強(qiáng)度和堅(jiān)固性,給人以心理上的安全感。學(xué) 號(hào): 202020010200 畢 業(yè)設(shè)計(jì)說(shuō)明書(shū) GRADUATE DESIGN 設(shè)計(jì)題目: 某市 如意酒店設(shè)計(jì) 學(xué)生姓名: 專業(yè)班級(jí) : 08 土木 90 班 學(xué) 院: 建筑工程學(xué)院 指導(dǎo)教師: 教授 教授 2020 年 5 月 27摘要 II 摘 要 本工程為 市如意 快捷 酒店,該樓為五層,總高 米, 室內(nèi)外高差為 , 總建筑面積為 5218 2m 。兼顧實(shí)用性。 施工組織設(shè)計(jì):科學(xué)的依據(jù)分項(xiàng)工程,流水施工的方法,合理安排施順序,注意安全措施,力 求經(jīng)濟(jì)效益?? 關(guān)鍵詞 建筑;結(jié)構(gòu);施工組織 Abstract III Abstract Ruyi hotel in this project, the building with five floors, and a total height of meters, total construction area of 5218m2. The design based on design requirements and the original data, the use of mechanics, reinforced concrete, structural mechanics, the basic principles of soil mechanics, and a deep understanding of the material properties and to ply with design rulesto ensure that the building structure is reasonable, the quality and intensity of all the materials qualified, good process. The architectural design is divided into three parts: architectural design, structural design, and construction design. Architectural design to take positive measures to enhance the appearance of strength and robustness of the building, giving a psychological sense of security. Taking into account the practicality. The structural system is reinforced concrete frame structure with block infill walls. The structural design is to structure the process of sufficient strength, stiffness and toughness. Structural system selection, load statistics, based on the structures and norms , the internal force calculation using the hierarchical method, the D value method, the base shear, and reinforcement design. Construction anization design: a scientific. Basisfor subprojects, construction ofwater, reasonable arrangements the ment for the facilities order to pay attention to safety measures, and strive to economic... Keywords architecture。 ................................................. 9 活荷載計(jì)算 ............................................................................................................ 9 風(fēng)荷載計(jì)算 .......................................................................................................... 10 ...........................................................................................................11 ........................................................................................................11 .............................................................................................11 結(jié)構(gòu)自振周期 T............................................................................................ 12 .................................................................................. 14 ................................................................................................ 16 第 4 章 內(nèi)力計(jì)算 ........................................................................................................ 18 ..................................................................................... 18 .............................................................................. 22 .................................................................................. 24 第 5 章 內(nèi)力組合 ........................................................................................................ 28 第 6 章 截面設(shè)計(jì) ........................................................................................................ 30 梁截面計(jì)算 .......................................................................................................... 30 正截面受彎承載力 ........................................................................................ 30 斜截面受剪承載力 ........................................................................................ 32 計(jì)算柱配筋: ............................................................................................. 34 目錄 V 第 7 章 樓梯設(shè)計(jì) ........................................................................................................ 42 樓梯結(jié)構(gòu)平面布置圖 ............................................................................................ 42 樓梯板計(jì)算 .......................................................................................................... 42 : ................................................................................................... 42 截面設(shè)計(jì) ...................................................................................................... 43 平臺(tái)板計(jì)算 .......................................................................................................... 44 平臺(tái)梁計(jì)算 .......................................................................................................... 45 第 8 章 樓板設(shè)計(jì) ........................................................................................................ 47 第 9 章 基礎(chǔ)設(shè)計(jì) ........................................................................................................ 48 設(shè)計(jì)資料: .......................................................................................................... 48 基礎(chǔ)底面積和底面尺寸確定: .............................................................................. 49 基礎(chǔ)剖面尺寸確定: ............................................................................................ 49 基礎(chǔ)抗沖切承載力計(jì)算: ..................................................................................... 50 底板配筋: .......................................................................................................... 51 第 10 章 施工部分設(shè)計(jì) ............................................................................................ 52 工程概況 ............................................................................................................ 52 工程特點(diǎn) ........................................................................................
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