【正文】 計是本專業(yè)設(shè)計的重點，其主要有設(shè)計計算書和結(jié)構(gòu)施工圖（8張）兩部分組成。結(jié)構(gòu)設(shè)計主要是豎向荷載作用下的框架內(nèi)力計算和水平作用下的地震作用、風(fēng)作用計算，內(nèi)力組合，梁柱配筋，樓梯計算，基礎(chǔ)計算。求出上述內(nèi)力后，即可進(jìn)行內(nèi)力組合，然后根據(jù)內(nèi)力組合的結(jié)果進(jìn)行梁柱的配筋設(shè)計。施工圖繪圖共八張，包括圖紙目錄及結(jié)構(gòu)設(shè)計總說明、基礎(chǔ)平面布置圖及基礎(chǔ)大樣圖、柱配筋圖、標(biāo)準(zhǔn)層樓蓋平面圖、標(biāo)準(zhǔn)層樓蓋板配筋圖、標(biāo)準(zhǔn)層樓蓋梁配筋圖、樓梯結(jié)構(gòu)布置圖及配筋圖。鋼筋混凝。 Finally, SATWE software, the space frame structure calculation, the output frame beams reinforced beam and column reinforcement plan and the force is puted.Design of structurate is made up of a frame calculation under vertical loads、antiselsimil calculation 、horizonatal loads internat farces constitate disposing steel bar for beam and column stair calculation.The frame calculation under vertical this part the frame is storys and 3 solve the problems the separatelayers methed and distribution of moment methed are horizontal antiseismmie calculation use D value methed.After finishing the calculation of intered steel bar in beams and Foundation design is made according to the geology piled footing is used.Drawing a total of eight working drawings, including drawings and structural designdirectory general description, based on a large floor plan and basic drawing, column reinforcement plans, the standard level floor plan, standard floor slab reinforcement plans, the standard level floor beams reinforcement plan, floor plan and stair structural reinforcement plan. Key Words: frame structural、reinforce concrete、castinplace 東南大學(xué)成賢學(xué)院畢業(yè)設(shè)計報告目 錄 摘要 .................................................................................................................................................. 1 .............................................................................................................................................. 1第一章 前言 ................................................................................................................................... 1第二章 工程概況 ............................................................................................................................. 2 ............................................................................................................................. 2 ..................................................................................................................... 2 建筑場地的工程地質(zhì)資料 ................................................................................................ 3 工程地質(zhì)情況 ......................................................................................................... 3 抗震要求 ................................................................................................................. 3 活荷載 ..................................................................................................................... 4 設(shè)計依據(jù) ............................................................................................................................ 4 ...................................................................................................................... 5 確定結(jié)構(gòu)體系 .................................................................................................................... 5 梁柱截面的確定 ................................................................................................................ 5 .............................................................................................................. 5 .............................................................................................................. 5 荷載計算 ............................................................................................................................ 5 .................................................................................................. 5(普通樓面) ............................................................................... 6(有防水要求樓面) ................................................................... 6 .................................................................................................................. 6第四章 框架內(nèi)力計算 ..................................................................................................................... 84. 1采用結(jié)構(gòu)設(shè)計軟件PKPM進(jìn)行整體結(jié)構(gòu)計算 ............................................................... 8(3號軸線)在豎向荷載(恒載)作用下的內(nèi)力 ............................................. 9 .................................................................................................. 9 ........................................................................................................ 15 ............................................................................................ 15 ...........