【正文】 底抹灰 17 3mkN = 2mkN 合 計： 2mkN 構(gòu)件自重 橫向框架梁自重 (DC) 25 3mkN = mkN (CB) 25 3mkN = mkN (BA) 25 3mkN = mkN 縱向框架梁自重 25 3mkN = mkN 墻重 11 3mkN = 2mkN 隔墻 8 3mkN = mkN 屋頂女兒墻 11 3mkN = mkN 南昌工程學(xué)院本科畢業(yè)設(shè)計 9 標(biāo)準(zhǔn)柱 25 3mkN = 底層柱 25 3mkN = 角柱 （ ） 25 3mkN = 鋁合金窗 2mkN 木門 2mkN 折疊門 2mkN 其中， 1 ??? la?， 2 ??? la? 屋面梁上線荷載： mkNmkNqq )()21( 3239。 場區(qū)地層分布情況 巖土工程初步勘察所揭露的 130 米深度范圍內(nèi)地層，按沉積年代成因類型可分為人工堆積層和第四系沉積層兩大類，而按地層巖性及工程特性又可進(jìn)一步劃分為 18 個主要土層，自上而下分布情況如下表。根據(jù)現(xiàn)場標(biāo)準(zhǔn)貫入試驗(yàn)與剪切波速試驗(yàn)結(jié)果分析判定：擬建場地屬非液化地基。上述各層地下水水質(zhì)對混凝土結(jié)構(gòu)及鋼筋混凝土中的鋼筋均無腐蝕性，但在干濕交替情況下對鋼筋混凝土結(jié)構(gòu)中的鋼筋均具有弱腐蝕性。 地層構(gòu)成 擬建場地地基土層主要為永定河多次沖洪積形成的沖洪積層，在勘探深度 130m 范圍內(nèi)地基土層主要為粉土、粉質(zhì)粘土、細(xì)中砂及卵石、礫石組成，在垂直方向上形成多次沉積韻律。 （ 5） 門窗：噴塑鋁合金外門窗或塑料外門窗，內(nèi)門為木門，其他視設(shè)計需要而定 設(shè)計規(guī)范 本項(xiàng)目將按中國國家已頒布之各規(guī)范及地方規(guī)范進(jìn)行設(shè)計，幷同時參考規(guī)范修改送審稿，具體如下： (1) 建筑結(jié)構(gòu)設(shè)計術(shù)語和符號標(biāo)準(zhǔn) GB/T5008397 (2) 建筑抗震設(shè)防分類標(biāo)準(zhǔn) GB5022320xx (3) 工程結(jié)構(gòu)設(shè)計基本術(shù)語和通用符號 GBJ13290 (4) 建筑結(jié)構(gòu)可靠度設(shè)計統(tǒng)一標(biāo)準(zhǔn) GB 5006820xx (5) 建筑結(jié)構(gòu)荷載規(guī)范 GB5000920xx (6) 建筑抗震設(shè)計規(guī)范 GB5001120xx (7) 混凝土結(jié)構(gòu)設(shè)計規(guī)范 GBJ5001020xx (8) 鋼結(jié)構(gòu)設(shè)計規(guī)范 GB 5001720xx (9) 高層民用建筑鋼結(jié)構(gòu)技術(shù)規(guī)程 JGJ9998 (10) 高層建筑箱形與筏形基礎(chǔ)技術(shù)規(guī)范 JGJ699 (11) 建筑樁基技術(shù)規(guī)范 JGJ9494 (12) 江西地區(qū)建筑地基基礎(chǔ)勘察設(shè)計規(guī)范 DBJ0150192 (13) 高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程 JGJ320xx (14) 人民防空地下室設(shè)計規(guī)范 GB 5003894 (15) 地下工程防水技術(shù)規(guī)范 GB 5010820xx (16) 建筑地基基礎(chǔ)設(shè)計規(guī)范 GB5000720xx 南昌工程學(xué)院本科畢業(yè)設(shè)計 3 (17) 型鋼混凝土組合結(jié)構(gòu)技術(shù)規(guī)程 JGJ13820xx 場地工程地質(zhì)條件件 (參考初步工地勘察報告 ) 地形地貌 本場地地貌上為永定河沖洪積扇中下部，第四系地層厚度大于 130m。 （ 3）樓地面：會議室為木地板，衛(wèi)生間為防滑地磚，其他均為地磚地面。 關(guān)鍵詞 :教學(xué)樓、框架結(jié)構(gòu)、 抗震設(shè)計 、 excel II Abstract The calculations for Nanchang Institute of C ivil Engineering Specialty 20xx class Graduation The written results of Nanchang Guangnan middle school plex building design. The school building is fivesitu reinforced concrete frame structure, length 72m, width , story . The whole design is divided into two parts, architectural design and structural design. Architectural design according to existing norms and graduation requirements of the design task book teaching building for a reasonable layout. Since this building does not belong to the highrise buildings, it is not considering wind load and earthquake load in structural design. I select a frame as the object of count, clearly diagrams and calculate various calculation parameters, calculate vertical load, horizontal load, then calculate the internal force under various loads. And calculate the various internal force, pick out the most unfavorable bination of one or more sets of internal forces from a section reinforcement. Finally pleted the beams reinforcement, plate reinforcement and foundation reinforcement ponents such as working drawing. In the structural design section, I download excel spreadsheet to calculate the torque distribution, the results were pared with the results of the hand count, analyzed to ensure the reliability of the results of the calculation. Keywords: teaching building, frame structure, seismic design, excel 目錄 摘要 ................................................................................................................................................... I Abstract ............................................................................................................................................. II 第一章 工程概況 ............................................................................................................................... 1 項(xiàng)目名稱 .............................................................................................................................. 1 建筑組成及面積分配（面積上下浮動在 10％以內(nèi)） .............................................................. 1 教學(xué)區(qū)用房 ................................................................................................................ 1 教學(xué)管理區(qū)用房 ......................................................................................................... 1 其它約 1000 平方米 ................................................................................................... 1 建筑標(biāo)準(zhǔn) .............................................................................................................................. 1 層高和層數(shù) ................................................................................................................ 1 屋面 .......................................................................................................................... 2 墻面 .......................................................................................................................... 2 裝修 .......................................................................................................................... 2 設(shè)計規(guī)范 .............................................................................................................................. 2 場地工程地質(zhì)條件件 (參考初步工地勘察報告 )...................................................................... 3 地形地貌 ................................................................................................................... 3