華中科技大學(xué)土木工程畢業(yè)論文

1、.華 中 科 技 大 學(xué) 畢 業(yè) 設(shè) 計(jì) 論 文（上冊）華中科技大學(xué)土木工程2004級畢業(yè)設(shè)計(jì)綜合樓計(jì) 算 書（上冊）摘 要本次設(shè)計(jì)的是綜合樓。該工程的建筑面積約為，共8層，局部9層，一層商場層高為4.5m，二八層為辦公用房，層高。結(jié)構(gòu)形式為鋼筋混凝土框架結(jié)構(gòu)；抗震要求為7度設(shè)防；二類一組場地，基礎(chǔ)采用樁基礎(chǔ)形式。本次設(shè)計(jì)包括了建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)，在建筑設(shè)計(jì)部分中，首先進(jìn)行了建筑方案設(shè)計(jì)，接著是建筑平面、立面、剖面和大樣圖等施工圖設(shè)計(jì)，共完成建筑施工圖張。在結(jié)構(gòu)設(shè)計(jì)部分中，首先進(jìn)行了結(jié)構(gòu)選型和結(jié)構(gòu)布置、樓蓋設(shè)計(jì)、屋蓋設(shè)計(jì)，其次是選取了一榀橫向框架進(jìn)行手工計(jì)算，包括荷載統(tǒng)計(jì)和內(nèi)力計(jì)算以及構(gòu)件的配

2、筋計(jì)算，共完成結(jié)構(gòu)施工圖張。在進(jìn)行荷載計(jì)算時，針對不同的荷載特點(diǎn)采用不同的計(jì)算方法，恒載和活載采用分層法，風(fēng)載采用反彎點(diǎn)法，地震荷載采用值法，對所學(xué)知識進(jìn)行了系統(tǒng)全面的復(fù)習(xí)。在進(jìn)行結(jié)構(gòu)設(shè)計(jì)的同時，還進(jìn)行了“PKPM”電算，并與手算結(jié)構(gòu)進(jìn)行對比，以達(dá)到分析計(jì)算結(jié)果的目的。關(guān)鍵詞： 綜合樓 建筑設(shè)計(jì) 結(jié)構(gòu)計(jì)算 施工圖設(shè)計(jì) Abstractmy graduation design is “complex building”. The total area of the building is about 8000 square meters with eight floors. It is 4.5m

3、 of the first floor and 3.4m of the above floor. The building is reinforced concrete frame structure with the first floor using for shopping and the above floors using for office.The design contains architectural design and structural design . Firstly, I choose one of the scheme which I made , secon

4、dly, I design the architectural façade design、graphic design、section design and building fabric detailing . finally, I finish twelve piece of architectural working drawing. In the process of structural design , firstly, I determine the structural form and collocation and the structural design o

5、f slab. Secondly ,I choose to calculate the axes frame by hand , including the calculation of loads, the calculation of interior forces and the cross section design of the components, finally I finish nineteen pieces of structural working drawing.In the process of calculating the interior force of t

6、he cross section ,I apply different method to different load, using stratifying method for dead load and live load ,using inflection point method for wind load and D-value method for earthquake load.In the process of the gradual design, I use the computer program called“PKPM” to analysis my work, co

7、mpared with the result which is calculated by hand.Keyword: Complex Building architectural design structural calculation construction drawing design 目 錄摘 要IABSTRACTII1 建筑設(shè)計(jì)11.1建筑平面設(shè)計(jì)11.2建筑立面設(shè)計(jì)21.3建筑剖面設(shè)計(jì)61.4建筑構(gòu)造及做法81.5建筑設(shè)計(jì)綜述92 結(jié)構(gòu)選型及布置102.1結(jié)構(gòu)的材料與尺寸102.2 計(jì)算簡圖123荷載計(jì)算153.1計(jì)算單元153.2恒荷載計(jì)算153.2活荷載計(jì)算213.3地震作

8、用計(jì)算233.4風(fēng)荷載計(jì)算384 內(nèi)力計(jì)算404.1恒載內(nèi)力404.2活載內(nèi)力614.3水平地震作用內(nèi)力784.4風(fēng)荷載內(nèi)力計(jì)算925 內(nèi)力組合1015.1 結(jié)構(gòu)抗震等級的確定1015.2 內(nèi)力組合方式1015.3內(nèi)力調(diào)整1045.4求梁跨中彎矩1165.5 內(nèi)力組合1195.6抗震設(shè)計(jì)1275.7內(nèi)力局部調(diào)整1365.8 構(gòu)件各截面的內(nèi)力設(shè)計(jì)值1396 截面設(shè)計(jì)1456.1梁截面設(shè)計(jì)1456.2柱截面設(shè)計(jì)1747 樓蓋(屋蓋)設(shè)計(jì)1927.1樓蓋板的設(shè)計(jì)1927.2屋蓋板的設(shè)計(jì)2048樓梯設(shè)計(jì)2108.1設(shè)計(jì)資料2108.2 梯段板設(shè)計(jì)2118.3平臺板設(shè)計(jì)2128.4平臺梁的設(shè)計(jì)2139基礎(chǔ)設(shè)計(jì)2159.1工程地質(zhì)條件2159.2承臺頂面荷載的計(jì)算21