土木工程教學(xué)樓畢業(yè)設(shè)計(jì)計(jì)算書(shū)

1、摘要設(shè)計(jì)部分題目為鴻華華職業(yè)高中教學(xué)樓，包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩大部分。 該建筑為五層框架結(jié)構(gòu)，建筑總高度為 21.6 米，總建筑面積約為 5218.4 平方米。建筑設(shè)計(jì)方面，主要完成了建筑物的平面、立面以及剖面設(shè)計(jì)。該教學(xué)樓屬于綜合教學(xué)樓，平面布局時(shí)首先考慮了房間功能需求。除此之外，又綜合考慮了結(jié)構(gòu)設(shè)計(jì)方案以及基礎(chǔ)選型等；在這部分中，建筑和結(jié)構(gòu)是相結(jié)合來(lái)做的。結(jié)構(gòu)設(shè)計(jì)方面計(jì)算了一榀框架的重力荷載、計(jì)算了風(fēng)荷載和橫向水平地震作用及其內(nèi)力

2、、還計(jì)算了豎向恒載作用及其內(nèi)力。根據(jù)最不利組合進(jìn)行了梁和柱截面設(shè)計(jì)。除一榀框架外，還進(jìn)行了板的設(shè)計(jì)、樓梯的設(shè)計(jì)以及基礎(chǔ)的設(shè)計(jì)。關(guān)鍵詞：結(jié)構(gòu)設(shè)計(jì)；橫向框架；豎向荷載；內(nèi)力組合AbstractThe title of the design is Teaching Building Of the Xinghua vocational high school . It includes architecture design and struc

3、ture design. This is a frame structure. It has 5 floors, and the total height is21.6m, the total construction area is about 5218.4 m2.In architecture design aspect, it has designed the plan view, elevation and sectional

4、drawing of this teaching building. This building is an synthetical teaching building, so when to design the plan view, the function of the room is first considered. In addition , it is considered the structural design sc

5、heme and how to choose the foundation pattern .In this pait, architecture design and structure design is connected..In structure design aspect, it contains the calculation of the gravity load ,and the endogen calculation

6、 when wind or seismic shock force places. it also contains the endogen calculation when dead load places. After the endogen calculation is finished, and designs the section of the beam and column according to the most di

7、sadvantageous combination . It also designs the slab, stairway and foundation. Keywords : Lateral framework；Structural design; Vertical load；Combination of internal force2.3 構(gòu)件截面尺寸的初步選擇 ..................................

8、.........102.3.1 框架梁截面尺寸 .............................................112.3.2 框架柱的截面尺寸 ...........................................122.3.3 樓板 .......................................................132.4 框架側(cè)移剛度的計(jì)算 ........

9、.......................................142.4.1 梁﹑柱慣性矩、線剛度、相對(duì)線剛度的計(jì)算 ....................142.4.2 梁﹑柱相對(duì)線剛度計(jì)算 .......................................142.4.3 各層橫向側(cè)移剛度的計(jì)算（D 值法）...........................152.5 荷載計(jì)算 .........

10、...............................................162.5.1 資料準(zhǔn)備 ..................................................162.5.2 重力荷載代表值的計(jì)算 ......................................172.6 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 .......................

11、202.6.1 橫向自振周期的計(jì)算 .........................................202.6.2 多遇水平地震作用及樓層地震剪力的計(jì)算 .......................212.6.3 多遇水平地震作用下的位移計(jì)算 ...............................222.6.4 水平地震作用下的框架內(nèi)力計(jì)算 ...............................232

12、.7 風(fēng)荷載作用下框架結(jié)構(gòu)的內(nèi)力及側(cè)移的計(jì)算 ...........................272.7.1 風(fēng)荷載作用下的側(cè)移計(jì)算 .....................................272.7.2 風(fēng)荷載作用下的內(nèi)力計(jì)算 .....................................282.8 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 .................................