學(xué)士某層框架結(jié)構(gòu)辦公樓畢業(yè)設(shè)計(jì)計(jì)算書

目錄TOC\o"1-2"\h\zHYPERLINK\l"_Toc200127493"摘要IIHYPERLINK\l"_Toc200127494"前言Ⅳ第一章建筑設(shè)設(shè)計(jì)方案………11.1工程地地質(zhì)條件…………11.2主要建建筑做法…………21.3建筑截面面選型、平面面布置及構(gòu)件件截面初估………2第二章結(jié)構(gòu)設(shè)設(shè)計(jì)方案………42.1確定計(jì)算算簡(jiǎn)圖………………42.2統(tǒng)計(jì)荷載載：…………………52.3風(fēng)載作用用下側(cè)移的驗(yàn)驗(yàn)算…………………112.4內(nèi)力計(jì)算算……………………122.5內(nèi)力組合合……………………332.6截面設(shè)計(jì)計(jì)與配筋計(jì)算算……………………49第三章施工組組織設(shè)計(jì)………753.1工程概概況……………………753.2施工工方案…………………763.3主體工工程施工………………783.4施工現(xiàn)現(xiàn)場(chǎng)的平面布布置圖…………………813.5工程措措施……………………823.6編制依依據(jù)……………………86附表定額計(jì)算算人工及工日日…………………88結(jié)論………………92謝辭………………94參考文獻(xiàn)……………95摘要本論文綜合運(yùn)用用所學(xué)的專業(yè)業(yè)知識(shí)，根據(jù)據(jù)設(shè)計(jì)任務(wù)書書的要求進(jìn)行行了鋼筋混凝凝土結(jié)構(gòu)辦公公樓的建筑設(shè)設(shè)計(jì)、結(jié)構(gòu)設(shè)設(shè)計(jì)。設(shè)計(jì)過(guò)程遵循先先建筑后結(jié)構(gòu)構(gòu)再基礎(chǔ)的順順序進(jìn)行。建建筑設(shè)計(jì)，依依據(jù)建筑總體體規(guī)劃要求、建建筑用地條件件和基地周邊邊的環(huán)境特點(diǎn)點(diǎn)，首先設(shè)計(jì)計(jì)建筑平面，其其次進(jìn)行立面面造型、剖面面設(shè)計(jì)。建筑筑設(shè)計(jì)應(yīng)滿足足使用功能和和造型藝術(shù)的的要求，并適適應(yīng)未來(lái)發(fā)展展與靈活改造造的需要。結(jié)構(gòu)設(shè)計(jì)密切聯(lián)聯(lián)系建筑設(shè)計(jì)計(jì)，以現(xiàn)行的的有關(guān)規(guī)范為為依據(jù)，主要要包括結(jié)構(gòu)選選型及結(jié)構(gòu)布布置、確定計(jì)計(jì)算簡(jiǎn)圖及計(jì)計(jì)算單元、荷荷載計(jì)算、側(cè)側(cè)移控制、內(nèi)內(nèi)力組合、構(gòu)構(gòu)件設(shè)計(jì)、樓樓梯設(shè)計(jì)、基基礎(chǔ)設(shè)計(jì)等內(nèi)內(nèi)容。本工程程采用鋼筋混混凝土結(jié)構(gòu)框框架結(jié)構(gòu)體系系（橫向承重重），選擇了了有代表性的的一榀框架進(jìn)進(jìn)行計(jì)算。對(duì)對(duì)于豎向荷載載作用采用彎彎矩二次分配配法，水平荷荷載作用采用用D值法。設(shè)計(jì)計(jì)計(jì)算整個(gè)過(guò)過(guò)程中綜合考考慮了技術(shù)經(jīng)經(jīng)濟(jì)指標(biāo)和施施工工業(yè)化的的要求，由于于本工程位于于6度抗震設(shè)防防區(qū)，所以計(jì)計(jì)算時(shí)不考慮慮抗震要求。施工組織設(shè)計(jì)主主要包括施工工準(zhǔn)備工作、施施工部署、主主要項(xiàng)目的施施工方法以及及技術(shù)質(zhì)量、安安全生產(chǎn)、文文明施工方面面的一系列措措施。關(guān)鍵詞：建筑設(shè)設(shè)計(jì)結(jié)構(gòu)設(shè)計(jì)計(jì)施工組織設(shè)計(jì)荷荷載計(jì)算ABSTRACCTThisthhesisusesthepprofesssionaalknoowledggesynnthetiicallyyaccoordinggtotthereequesttoftthedeesignprogrram.TThedeesignofthheoffficebbuildiinginncludeesarcchiteccturalldesiign,sstructturaldesiggnanddconsstructtionmmanageementdesiggn.Theedesiignprrocesssfolllowsttheorrder:firsttly,aarchittecturraldeesign;;secoondly,,struucturaaldessign;lastlly,thhefouundatiiondeesign..Thearchiitectuuralddesignn,acccordinngtothemmasterrplannoftthebuuildinng,thhesitteconnditioon,peeripheeraluurbanenvirronmennt,anndchaaracteeristiicofthebbaseddesignnthebuilddingpplainatfiirst.Theeelevattionddesignnisccarrieedonseconndly,consiiderinngbuiildinggclasssifyandffirepprevenntion..Thearchiitectuuralddesignnshouuldmeeetthheneeedsoffthefuncttionallrequuiremeent,ttheussereqquiremmentaanddeeveloppmentandfflexibbletrransfoormatiioninnthefuturre.Strructurraldeesignmainttainscloseetiesswithhthearchiitectuuralddesignn,whiichissbaseedoncurreentreelevanntcoddes.IItinccludessthestruccturestylee,theeprelliminaaryesstimattionfforthhestrructurralmeemberss,connfirmaationofthheskeetchaandunnitfoorcallculattion,sidewwaycoontroll,loaadcallculattion,compoonentdesiggn,sllab-sttairsdesiggn,flloorooverlaaydessignaandfooundattionddesignn.Thiisproojectadopttscasst-in--placeereinnforceedconncreteestruucturee(traansverrsebeearingg),whhichhhaschhosenareppresenntativvefraametoocalcculatee.Verrticallloaddfuncctionadopttsmommentddistriibutioonmetthod,levellloaddfuncctionadopttsDvvaluemethood,anndseiismicloadfuncttionaadoptssequiivalenntbassesheearmeethod..Duriingthhedessignpprocesssearrthquaake-reesistaantdeesign,,techhnicalleconnomyiindexandcconstrructiooninddustriializeedreqquestaressyntheeticalllycoonsideered.Consstructtionmmanageementdesiggninccludesstheprepaaratioonofconsttructiion,cconstrructioonschhedulee,theemainnconsstructtionmmethoddandaserriesoofmeaasuressfortechnnologiicalqqualitty,saafetyinprroducttionaandciivilizzationnconsstructtion.Keywordds:AArchittecturraldeesign,,Struucturaaldessign,Construuctionnmanaagemenntdessign,Loadcalcuulatioon前言結(jié)構(gòu)設(shè)計(jì)是土木木工程畢業(yè)設(shè)設(shè)計(jì)的重要階階段，是畢業(yè)業(yè)前的綜合學(xué)學(xué)習(xí)階段,是深化、拓拓寬、綜合教教學(xué)的重要過(guò)過(guò)程,是對(duì)大學(xué)期期間所學(xué)專業(yè)業(yè)知識(shí)的全面面總結(jié)。本組畢業(yè)設(shè)計(jì)題題目為《浙江江臨海蒼山科科研綜合樓設(shè)設(shè)計(jì)》。在結(jié)結(jié)構(gòu)前期，我我復(fù)習(xí)了《結(jié)構(gòu)構(gòu)力學(xué)》、《土土力學(xué)與基礎(chǔ)礎(chǔ)工程》、《混混凝土結(jié)構(gòu)》、《建建筑結(jié)構(gòu)抗震震設(shè)計(jì)》等知知識(shí)，并借閱閱了《抗震規(guī)規(guī)范》、《混混凝土規(guī)范》、《荷荷載規(guī)范》、《砌砌體規(guī)范》、《地地基基礎(chǔ)規(guī)范》等等規(guī)范。在網(wǎng)網(wǎng)上搜集了不不少資料，并并做了筆記。在在結(jié)構(gòu)設(shè)計(jì)中中期，我們通通過(guò)所學(xué)的基基本理論、專專業(yè)知識(shí)和基基本技能進(jìn)行行計(jì)算和分析析。在結(jié)構(gòu)設(shè)設(shè)計(jì)后期，主主要進(jìn)行設(shè)計(jì)計(jì)手稿的電腦腦輸入和PKKPM計(jì)算算出圖（并有有一張手畫基基礎(chǔ)圖），并并得到老師的的審批和指正正，使我圓滿滿的完成了任任務(wù)，在此表表示衷心的感感謝。結(jié)構(gòu)設(shè)設(shè)計(jì)的六周里里，在指導(dǎo)老老師的幫助下下，經(jīng)過(guò)資料料查閱、設(shè)計(jì)計(jì)計(jì)算、以及及外文的翻譯譯，加深了對(duì)對(duì)新規(guī)范、規(guī)規(guī)程、手冊(cè)等等相關(guān)內(nèi)容的的理解。鞏固固了專業(yè)知識(shí)識(shí)、提高了綜綜合分析、解解決問(wèn)題的能能力。在進(jìn)行行內(nèi)力組合的的計(jì)算時(shí)，進(jìn)進(jìn)一步了解了了Excell；在繪圖時(shí)時(shí)熟練掌握了了AutoCCAD，PKPM等專業(yè)軟件件。以上所有有這些從不同同方面達(dá)到了了畢業(yè)設(shè)計(jì)的的目的與要求求?？蚣芙Y(jié)構(gòu)構(gòu)設(shè)計(jì)的計(jì)算算工作量很大大，在計(jì)算過(guò)過(guò)程中以手算算為主，輔以以一些計(jì)算軟軟件的校正。由由于自己水平平有限，難免免有不妥和疏疏忽之處，敬敬請(qǐng)各位老師師批評(píng)指正。本工程為浙江臨臨海蒼山科研研綜合樓設(shè)計(jì)計(jì)，采用現(xiàn)澆澆鋼筋混凝土土框架結(jié)構(gòu)，縱縱橫雙向框架架承重。根據(jù)據(jù)規(guī)劃及房屋屋使用要求采采用七層的結(jié)構(gòu)，層層高為3.99m。建筑平面布布置，剖面布布置及各節(jié)點(diǎn)點(diǎn)祥圖詳見(jiàn)建建筑圖。第一章建筑設(shè)計(jì)方案1.1工程地質(zhì)質(zhì)條件1．1.1氣象象條件基本風(fēng)壓：0..9KN/，基基本雪壓：0.6KNN/1．1.2抗震震設(shè)防7度抗震1.1.3地質(zhì)質(zhì)資料第一層填土，不不宜做為天然然地基土，建建議全部挖除除。層號(hào)土層名稱土壤重度（）層底深度H(m)1填土2黃土狀粉質(zhì)粘土土1404.118.00.83粉質(zhì)粘土（孔隙比e=0..8861,液性指數(shù)IL==--0.02）1909.418.42.54粘土（孔隙比ee==0.9488,液性指數(shù)IL==--0.211）22010.018.03.56粗礫砂24020.018.54.57碎石250155.88中風(fēng)化灰?guī)r200010（3）采用天然然地基是較適適宜的方案，建建議以第四層層粘土作為主主體結(jié)構(gòu)的地地基持力層。（4）基坑開(kāi)挖挖時(shí)，建議基基坑允許坡度度值為1:00.35。（5）根據(jù)波速速實(shí)驗(yàn)及地脈脈動(dòng)測(cè)試結(jié)果果，該建筑場(chǎng)場(chǎng)地為Ⅱ類中硬場(chǎng)地地。（6）勘察期間間，測(cè)得場(chǎng)地地地下水靜止止水位埋深為為10.200-10.990m，可不考慮慮水質(zhì)對(duì)基礎(chǔ)礎(chǔ)混凝土的侵侵蝕性。（7）地區(qū)地震震基本烈度為為6度。最大凍土土深度按0..50m考慮慮。1．1.4設(shè)計(jì)計(jì)標(biāo)高室內(nèi)設(shè)設(shè)計(jì)標(biāo)高0..00，室內(nèi)內(nèi)外高差6000mm1．1.5活荷荷載標(biāo)準(zhǔn)值活荷載：樓面活活荷載標(biāo)準(zhǔn)值值為2.0KNN/，走廊、門門廳活荷載標(biāo)標(biāo)準(zhǔn)值為2.5KN/，樓梯活荷載載采用3.5KNN/，屋面采用不不上人屋面均均布活荷載標(biāo)標(biāo)準(zhǔn)值為0.5KNN/。1.2主要建筑筑做法主要建筑做法說(shuō)說(shuō)明見(jiàn)建筑做做法總說(shuō)明。門窗做法：門均均為鋁合金門門，窗均為鋁鋁合金窗,門窗尺寸見(jiàn)見(jiàn)建筑做法總總說(shuō)明：門窗窗表1.3建筑結(jié)構(gòu)構(gòu)選型、平面面布置及構(gòu)件件截面初估結(jié)構(gòu)選型本工程是浙江臨臨海蒼山科研研綜合樓設(shè)計(jì)計(jì)，建筑面積積為57333㎡，層數(shù)為為7層，根據(jù)使使用要求采用用框架結(jié)構(gòu)，樓樓面采用現(xiàn)澆澆板，框架梁梁、柱為現(xiàn)澆澆整體構(gòu)件，基基礎(chǔ)采用鋼筋筋混凝土柱下下獨(dú)立基礎(chǔ)。1．3.2框架架結(jié)構(gòu)平面布布置框架結(jié)構(gòu)平面布布置如下圖：：構(gòu)件截面初估1）框架梁1截截面尺寸的確確定：高h(yuǎn):(11/8—1/12))L取h=6600㎜寬b:(11/3—1/2)hh取取b=300㎜框架梁2截面尺尺寸的確定：：取h=400㎜b=250㎜2）次梁截面尺尺寸的確定：：高h(yuǎn):(11/12-11/18)LL取h=4550㎜寬b:(11/3-1//2)h取b=250㎜3）框架柱截面面的初步估定定：中柱截面尺寸的的確定：A=a2==0.29㎡取b×h=5000mm×6600mm,,為計(jì)算簡(jiǎn)便便，邊柱中柱柱尺寸取相同同。第二章結(jié)構(gòu)設(shè)設(shè)計(jì)方案2.1確定計(jì)算算簡(jiǎn)圖2-7層層高均均為3.9m，1層層高為3.9+00.6+1..9=6.44m框架梁線剛度的的計(jì)算：考慮慮板對(duì)梁的翼翼緣作用取2-7層柱線剛剛度底層柱線剛度：：相對(duì)線剛度：，2.2統(tǒng)計(jì)荷載載：恒載標(biāo)準(zhǔn)值統(tǒng)計(jì)計(jì)（1）屋面20厚1:3水水泥砂漿打底底0.02××20=0..4KN/㎡2厚合成高分子子防水層10×00.002==0.1KNN/㎡40厚噴涂硬質(zhì)質(zhì)發(fā)泡聚氨酯酯保溫層0.03××25=0..75KN//㎡100厚憎水膨膨脹珍珠巖保保溫層00.5×0..04=0..02KN//㎡20厚1:3水水泥砂漿0.022×20=00.4KN//㎡卷材防水層0..05KNN/㎡1：8水泥膨脹脹珍珠巖40厚15×00.15=22.25KKN/㎡現(xiàn)澆鋼筋混凝土土屋面板0.09×25==2.25KNN/㎡10厚混合砂漿漿抹灰層0.011×17=00.17KNN/㎡合計(jì)5..56KN/㎡（2）標(biāo)準(zhǔn)層樓樓面20厚磨光大理理石板0.002×28==0.56KKN/㎡20厚1:2水水泥砂漿00.02×220=0.44KN/㎡60厚CL7..5陶粒混凝土0.06××19.5==1.17KNN/㎡現(xiàn)澆鋼筋混凝土土樓板0.009×25==2.25KKN/㎡10厚混合砂漿漿抹灰層0.011×17=00.17KNN/㎡合計(jì)4.555KN/㎡（3）標(biāo)準(zhǔn)層樓樓面走廊荷載載：20厚磨光大理理石板0.002×28==0.56KKN/㎡20厚1:2水水泥砂漿00.02×220=0.44KN/㎡60厚CL7..5陶粒混凝土0..06×199.5=1..17KN//㎡現(xiàn)澆鋼筋混凝土土樓板0.008×25==2.00KKN/㎡10厚混合砂漿漿抹灰層0.011×17=00.17KNN/㎡合計(jì)4.300KN/㎡（4）梁自重：：b×h=3000mm×6000mm梁自重（0.6-00.09）×25×00.3=3..83KN//m10厚混合砂漿漿抹灰層(0.6-00.09)×2×0..01×177=0.177KN/m合計(jì)4.000KN//m梁自重：b×hh=250mmm×4500mm梁自重（0.45--0.09）×25×00.25=22.25KNN/m10厚混合砂漿漿抹灰層(0.445-0.009)×22×0.011×17=00.12KN/m合計(jì)2.377KN/m梁自重：b×hh=250mmm×4000mm梁自重（0.4-00.08）×25×00.25=22.00KNN/m8)×2×00.01×117=0.111KN/m合計(jì)2.111KN/mm（5）柱自重：：b×h=5000mm×6600mm柱自重0.5×00.6×255=7.500KN/m10厚混合砂漿漿抹灰層0.55×0.66×0.011×17=00.34KNN/m合計(jì)7..84KNN/m（6）外縱墻自自重：標(biāo)準(zhǔn)層：加氣混凝土砌塊塊自重鋁合金窗合計(jì)44.19KKN/m底層：加氣混凝土砌塊塊自重鋁合金窗合計(jì)77.26KKN/m（7）內(nèi)縱墻自自重標(biāo)準(zhǔn)層加氣混凝土砌塊塊自重鋁合金窗合計(jì)55.92KKN/m底層加氣混凝土砌塊塊自重鋁合金窗合計(jì)88.69KNN/m（8）女兒墻自自重女兒墻自重0.88×0.2244×18==33.46KKNN/m壓頂自重0..06×00..30×2255=0.4455KN/mm陶瓷錦磚外墻面面0.5×00.9+00..5×0..33=1.0055KN/mm合計(jì)4.9966KN/m（9）欄桿自重重00.25××00.4×2255+0.2244×1.22××18=77..68KKNN/m2．2.2活活荷載標(biāo)標(biāo)準(zhǔn)值計(jì)算算：：（1）屋面和樓樓面活載載標(biāo)準(zhǔn)值：：不上人屋面0.5KKN/㎡樓面：辦公室2.0KNN/㎡走走廊廊、衛(wèi)生間間、樓樓梯間2..5KN/㎡（2）雪荷載：：豎向荷載下框架架受受荷總圖（1）恒載標(biāo)準(zhǔn)準(zhǔn)值計(jì)算算梁上的荷載：屋面：AB、CCDD跨梁上的均均布荷載為5.56××2.7++44.00==119.011KN/mm標(biāo)準(zhǔn)層：AB、CCD跨梁上的均均布荷載為4.55××2.7++44.00==112.299KN/mmB1/B、3//BBC跨梁上的均均布荷載均均為為2.11KKNN/m柱上的荷載：傳到A柱上的荷荷載：屋面：標(biāo)準(zhǔn)層：（44.00++44.19）×5.4++40.566=84..778KN傳到B柱上的荷荷載：頂層：5.566×2.77××3.0++99.00××55.4=9933.64KKNN標(biāo)準(zhǔn)層:((44.00++33.87++55.92))××5.4++440.566==115..002KN傳到1/B柱上上的荷載載：屋面：第三~七層:第二層:傳到3/B柱上上的荷載載：屋面：第三~七層:第二層：傳到C柱上的荷荷載：屋面：5.566××2.7××33.0+9..0×5..44=93..664KN標(biāo)準(zhǔn)層：13.79×55..4+366..87=11111.344KKN傳到D柱上的的荷載：屋面：45.04+88..96×5..4=93..42KN標(biāo)準(zhǔn)層：8.19×5..44+36..887=81..10KN傳到底層上的的的恒恒荷載：A、C柱：（2.5+4..355）×5.4==36.9999KNB、D柱：（2.5+8..699）×5.4==60.4433KN（2）活荷載標(biāo)標(biāo)準(zhǔn)值計(jì)算算：AB跨梁：屋面面：1..62KKNN/m樓面：5.40KN/mmCD跨梁：屋面面：1..62KKNN/m樓面：5.440KNN//m傳到A柱上的荷荷載：屋面：0.6××22.7×33..3=5.335KN標(biāo)準(zhǔn)層：2.77××2.0××33.3=1177.82KKNN傳到B柱上的荷荷載：屋面：5.355++0.544××5.4==88.27KKNN標(biāo)準(zhǔn)層：2.25×5..44+17..882=299..97KNN傳到C柱上的荷荷載：屋面：2.7××00.6×33..0+0.554×5..44=7.7788KN標(biāo)準(zhǔn)層：2.77××2.0××33.0+22..25×55..4=288..35KNN傳到D柱上的荷荷載：屋面：4.866KKN標(biāo)準(zhǔn)層：16..220KN傳到1/B、11/C柱柱上的荷載載：：屋面：標(biāo)準(zhǔn)層：二層：、風(fēng)荷載計(jì)算：：作用在屋面梁和和樓樓面梁節(jié)點(diǎn)點(diǎn)處處的集中風(fēng)風(fēng)荷荷載標(biāo)準(zhǔn)值值：：基本風(fēng)壓：B=5.4m，一一層層高為為44.5m，標(biāo)標(biāo)準(zhǔn)層層高高均均為3.9mm。集中風(fēng)荷載標(biāo)準(zhǔn)準(zhǔn)值值：離地高度z/mm27.91.380.9581.410.80.93.929.50241.320.8111.360.80.93.927.2220.11.250.591.280.80.93.924.2616.21.170.4121.210.80.93.921.4712.31.060.2631.150.80.93.918.488.410.1321.080.80.93.917.644.510.0561.030.80.94.59.01H=28.88mmB=220..9m查表7.4..3得得：（脈動(dòng)增增大系數(shù)）查表7..44.4.3得：（脈動(dòng)影響系數(shù)）2.3風(fēng)載作用用下下側(cè)移的驗(yàn)驗(yàn)算算側(cè)移剛度D橫向2-7層DD值值的計(jì)算：構(gòu)件名稱A軸柱0.7880.28313911B軸柱1.5000.429210891/B軸柱0.7110.262128793/B軸柱0.7110.26212879C軸柱1.5800.44121678D軸柱0.8670.30214846橫向底層D值的的計(jì)計(jì)算：構(gòu)件名稱A軸柱1.1640.52613150B軸柱2.2300.645161251/B軸柱1.0500.508127003/B軸柱1.0500.50812700C軸柱2.3300.65416350D軸柱1.2800.54313575側(cè)移驗(yàn)算水平荷載作用下下框框架的層間間側(cè)側(cè)移可按下下式式計(jì)算左風(fēng)載作用下框框架架側(cè)移計(jì)算算：：層數(shù)729.529.5478790.000622627.2256.72478790.001188524.2680.98478790.001699421.47102.45478790.002144318.48120.93478790.002533217.64138.57478790.00289919.01147.58419750.003522層間側(cè)移最大值值＜＜（滿足）在左風(fēng)載作用下下滿滿足條件，則則則在右風(fēng)載載作作用下層間側(cè)側(cè)移也滿足足條條件。2.4內(nèi)力計(jì)算算豎向荷載利用彎彎矩矩分配法進(jìn)進(jìn)行行計(jì)算頂層：（恒載作作用用下）A77AA6AA7B7B7AA7BB7B6B71//B711/B7BB771/B771/B66分配系數(shù)：0..5560.4440.32200..400.280..4420.5588固端彎矩：--69.0011699.01-0..55700.5738.6530.3366→15.118--13.3388-26.776-333.455-233..41→-11.7717.4955.89→2.952.33444.686.466--0.855←←-1.699--2.122-11..48→-0.7440.4800.37→0.190..160.3310.4433-0.11-0..114-0.1100-00.050.020.0346.62-4466.62558.7-355..71-233..06-6..99266.923/B73/BB663/B77C7CC733/B7C7C66C77D77DD7C7D77DD6分配系數(shù)：0..5580.442200.280..390.330..4460..554固端彎矩：--0.57700.57--57.003357.0033-13.12←←--26.2233-300..809.74←1199.4827.114422.9966→-111.48-5.32-33..85→2.952.334444.6866.460.64←1..2281.7881..551→0.766-0.37-00.227→-0.144--00.18←-0.35--00.410.05←00..090..1120.1111-0.03--0.022-5.7255..721199.352299.04-488.393377.41--337.411恒載作用下：頂層標(biāo)準(zhǔn)層底層活荷載作用下：：頂層標(biāo)準(zhǔn)層底層恒載作用下彎矩矩圖圖：恒載作用下的軸軸力力圖：恒載作用下的剪剪力力圖：框架梁在恒載作作用用下經(jīng)調(diào)幅幅至至柱邊截面面的的彎矩：活載在AB、CCDD跨的彎矩圖圖：活載在AB、CCDD跨的軸力圖圖：活載在AB、CCDD跨的剪力圖圖：框架梁在活載作作用用下經(jīng)調(diào)幅幅至至柱邊截面面的的彎矩：風(fēng)荷載作用下內(nèi)內(nèi)力力計(jì)算采用D值法左風(fēng)荷載作用下下：：層數(shù)柱頂集中風(fēng)載PP柱的剪力V(KKNN)A柱B柱1/B柱七層六層五層四層三層二層一層層數(shù)A柱B柱C柱七層六層五層四層三層二層一層在右風(fēng)載作用下下層數(shù)柱頂集中風(fēng)載PP柱的剪力V(KKNN)3/B柱C柱D柱七層六層五層四層三層二層一層層數(shù)3/B柱C柱D柱七層六層五層四層三層二層一層風(fēng)載作用下的彎彎矩矩圖：風(fēng)載作用下的剪剪力力圖：風(fēng)載作用下的軸軸力力圖：2.5內(nèi)力組合合梁截面內(nèi)力組合合表表梁號(hào)截面恒載①活載②風(fēng)載1.2×①+11..4×②左風(fēng)③右風(fēng)④MmaxMminVmaxA7B7MVMVMVMV1-22.8761.02-2.645.2725.25-6.52-25.256.52-31.1480.60248.663.473.75-6.52-3.756.5263.250.003-30.67-64.45-3.00-5.42-17.75-6.5217.756.52-41.00-84.93B71/B771-12.1417.91-0.641.0816.05-21.87-16.0521.87-15.4623.002-6.4116.01-0.231.08-3.63-21.873.6321.87-8.0120.7231.6814.110.271.08-23.31-21.8723.3121.872.3918.443/B7C7710.91-11.170.24-0.9922.55-20.96-22.5520.961.43-14.792-3.71-13.07-0.22-0.993.69-20.96-3.6920.96-4.76-17.073-10.27-14.97-0.59-0.99-15.18-20.9615.1820.96-13.15-19.35C7D71-23.8858.70-2.274.9518.55-7.26-18.557.26-31.8377.37240.852.88-3.22-7.263.227.2653.050.003-16.84-55.36-1.88-4.77-24.98-7.2624.987.26-22.84-73.11A6B61-23.0040.36-8.8317.1751.67-14.07-51.6714.07-39.9672.47223.7812.155.25-14.07-5.2545.550.003-23.90-40.75-9.06-17.87-41.17-14.0741.17-41.36-73.92B61/B661-3.117.74-1.942.8337.24-48.24-37.2448.24-6.4513.252-1.185.84-0.932.83-6.18-48.246.1848.24-2.7210.9732.973.940.452.8349.60-48.24-49.6048.244.198.693/B6C6611.91-3.280.49-2.5047.95-44.70-47.9544.702.98-7.442-0.43-5.18-0.70-2.507.72-44.70-7.7244.70-1.50-9.723-2.83-7.081.61-2.50-32.51-44.7032.5144.70-1.14-12.00C6D61-18.8737.12-7.1016.3839.74-13.55-39.7413.55-32.5867.48219.929.86-7.04-13.557.0413.5537.710.003-17.84-36.62-6.29-16.03-53.84-13.5553.8413.55-30.21-66.39A3-5B33--51-20.9440.22-10.1314.43130.37-35.36-130.37735.36-39.3168.47225.9311.4513.69-35.36-13.6935.3647.150.003-22.52-40.89-9.86-17.97-102.999-35.36102.9935.36-40.83-74.23B3-51//BB3-51-4.068.26-1.922.3093.19-118.733-93.19118.73-7.5613.132-1.366.36-1.192.30-13.67-118.73313.67118.73-3.3010.8531.664.460.612.30-120.533-118.733120.53118.732.858.573/B3-5CC3-511.48-3.700.54-2.37116.45-113.633-116.455113.632.53-7.762-1.19-5.60-0.57-2.3714.19-113.633-14.19113.63-2.23-10.043-3.60-7.50-1.41-2.37-88.08-113.63388.08113.63-6.29-12.32C3-5D33--51-17.7437.27-7.2916.38107.65-40.42-107.65540.42-31.4967.66221.749.5813.61-40.42-13.6140.4239.500.003-16.06-36.47-6.55-16.03-134.866-40.42134.8640.42-28.44-66.21A2B21-21.1240.23-10.2214.44135.77-38.17-135.77738.17-39.6568.49225.7611.379.81-38.17-9.8138.1746.830.003-22.61-40.88-9.89-17.96-116.166-38.17116.1638.17-40.98-74.201/B2B221-4.008.24-1.902.25105.09-128.122-105.099128.12-7.4613.042-1.296.35-0.712.25-10.22-128.12210.22128.12-2.5410.7731.714.450.762.25-125.522-128.122125.52128.123.128.493/B2C2211.56-3.680.56-2.34-121.300-122.577121.30122.572.66-7.692-1.08-5.58-0.53-2.3410.85-122.577-10.85122.57-2.04-9.973-4.15-7.48-1.40-2.34-99.33-122.57799.33122.57-6.94-12.25C2D21-17.8637.26-7.3316.38121.41-43.64-121.41143.64-31.6967.64221.579.51-9.52-43.649.5243.6439.200.003-16.21-36.48-6.62-16.03-140.455-43.64140.4543.64-28.72-66.22A1B11-18.5739.95-9.0914.32209.53-56.03-209.53356.03-35.0167.99228.1212.4724.62-56.03-24.6256.0351.200.003-21.39-41.16-9.35-18.08-160.300-56.03160.3056.03-38.76-74.701/B1B111-5.7810.14-2.523.64145.04-174.944-145.044174.94-10.4617.262-2.528.24-1.243.64-24.81-174.94424.81174.94-4.7614.9831.526.341.023.64-169.855-174.944169.85174.943.2512.703/B1C1111.30-4.710.41-2.89165.71-168.322-165.711168.322.13-9.702-1.95-6.61-1.02-2.8914.22-168.322-14.22168.32-3.77-11.983-4.64-8.51-2.03-2.89-137.277-168.322137.27168.32-8.41-14.26C1D11-16.7937.51-6.7716.72167.77-62.68-167.77762.68-29.6368.42223.5711.14-20.28-62.6820.2862.6843.880.003-14.09-36.23-4.57-15.68-208.333-62.68208.3362.68-23.31-65.43梁號(hào)截面1.2×①+11..4×③/④1.2×①+00..9×(11..4×②+1.4×③/④)1.35×①++(1.44××0.7×②+1.4××0.6×③/④)MmaxMminVmaxMmaxMminVmaxMmaxMminVmaxA7B717.91-62.7982.351.04-62.5988.08-12.25-54.6793.02263.6453.149.1367.4958.048.2272.2465.945.483-11.95-61.65-86.47-18.22-62.95-92.38-29.43-59.25-97.80B71/B7717.90-37.0452.114.85-35.6050.41-3.53-30.5043.612-2.61-12.7749.83-3.41-12.5648.13-5.83-11.9341.04334.65-30.6247.5531.73-27.0145.8522.11-17.0538.483/B7C77132.66-30.48-42.7529.81-27.02-41.0620.41-17.48-33.6620.71-9.62-45.03-0.08-9.38-43.34-2.12-8.32-36.2238.93-33.58-47.316.06-32.19-45.62-1.69-27.19-38.79C7D71-2.69-54.6380.60-8.14-54.8985.82-18.88-50.0490.19253.5344.5110.1656.7148.599.1560.6755.276.10314.76-55.18-76.608.90-54.05-81.59-3.59-45.56-85.51A6B6144.74-99.9468.1326.38-103.83387.793.70-83.1183.13235.8921.19-19.7050.4637.23-17.7348.4239.60-11.82328.96-86.32-68.6011.78-91.97-89.14-6.56-75.73-84.34B61/B66148.40-55.8776.8240.75-53.1073.6425.18-37.3853.7427.24-10.0774.545.20-10.3771.362.69-7.7051.18373.00-65.8872.2666.63-58.3769.0846.11-37.2148.613/B6C66169.42-64.84-66.5263.33-57.51-63.4143.34-37.22-44.43210.29-11.32-68.808.33-11.13-65.695.22-7.75-46.99342.12-48.91-71.0839.60-42.33-67.9725.07-29.55-49.56C6D6132.99-78.2863.5118.48-81.6682.260.95-65.8177.55233.7614.0518.9745.2027.4617.0742.4730.6411.38353.97-96.78-62.9138.51-97.17-81.2114.98-75.47-76.53A3-5B33--51157.39-207.65597.77126.37-202.166111.0071.31-147.71198.14250.2811.9549.5062.7928.2944.5557.7334.7329.703117.16-171.211-98.5790.32-169.222-116.26646.45-126.588-102.511B3-51//BB3-51125.59-135.344176.13110.13-124.711162.4170.92-85.64113.14217.51-20.77173.8514.09-20.36160.138.48-14.49110.573170.73-166.755171.57154.63-149.111157.85104.08-98.41108.013/B3-5CC3-51164.81-161.255-163.522149.18-144.277-150.600100.35-95.29-102.777218.44-21.29-165.80015.73-20.03-152.8889.75-14.08-105.3333118.99-127.633-168.088104.88-117.088-155.16667.75-80.23-107.900C3-5D33--51129.42-172.000101.31105.17-166.111116.2959.33-121.522100.32245.147.0356.5955.3121.0150.9350.1727.3133.953169.53-208.088-100.355142.40-197.455-114.89985.18-141.388-98.90A2B21164.73-215.422101.71132.85-209.299114.5675.52-152.577100.52244.6517.1853.4457.6032.8848.0954.1637.6832.063135.49-189.766-102.499106.77-185.966-119.78857.36-137.799-104.8551/B2B221142.33-151.933189.26125.22-139.611174.1581.01-95.54120.95212.76-15.86186.9910.43-15.32171.896.15-11.02118.403177.78-173.688184.71161.16-155.155169.61108.49-102.388115.833/B2C221171.69-167.955-176.011155.42-150.266-161.800104.55-99.24-110.222213.89-16.49-178.29911.71-15.63-164.0887.14-11.09-112.7993134.08-144.044-180.577118.41-131.900-166.36676.46-90.41-115.355C2D21148.54-191.411105.81122.31-183.644120.3470.69-133.288103.01212.5639.2161.1049.8625.8754.9946.4430.4436.663177.18-216.088-104.877149.17-204.766-118.96689.61-146.355-101.622A1B11271.06-315.633126.38230.27-297.755136.58142.03-209.988115.03268.21-0.7278.4480.4818.4470.6070.8629.5047.073198.75-250.099-127.833164.53-239.433-142.77796.61-172.699-120.3551/B1B111196.12-209.999257.08172.64-192.866237.18111.56-132.111164.21231.71-37.76254.8026.67-35.85234.9016.22-25.46161.643239.61-235.977252.52217.12-210.900232.62145.73-139.622159.083/B1C111233.55-230.433-241.300210.87-206.722-221.388141.35-137.044-150.588217.57-22.25-243.58814.29-21.54-223.6668.31-15.58-153.1443186.61-197.755-245.866164.83-181.099-225.944107.05-123.566-155.711C1D11214.73-255.033132.76182.71-240.077145.06111.63-170.233119.68256.68-0.1187.7567.8716.7778.9859.7725.7052.653274.75-308.577-131.233239.83-285.166-142.211151.50-198.500-116.933柱截面內(nèi)力組合合表表柱號(hào)樓層截面內(nèi)力恒載①活載②風(fēng)載1.2×①+11..4×②1.2×①+11..4×③左風(fēng)③右風(fēng)④A柱七層上M49.335.10-25.2525.2566.3423.85N158.9410.62-6.526.52205.60181.60下M25.997.87-10.8210.8242.2116.04N158.9410.62-6.526.52205.60181.60V9.25-9.250.0012.95六層上M16.569.22-40.8540.8532.78-37.32N314.6646.21-20.5920.59442.29348.77下M19.938.73-26.1226.1236.14-12.65N314.6646.21-20.5920.59442.29348.77V17.17-17.170.0024.04五層上M19.938.73-52.9252.9236.14-50.17N470.2478.46-42.2842.28674.13505.10下M19.938.73-41.5841.5836.14-34.30N470.2478.46-42.2842.28674.13505.10V24.23-24.230.0033.92四層上M19.938.73-65.3665.3636.14-67.59N625.82110.71-71.3771.37905.98651.07下M19.938.73-53.4753.4736.14-50.94N625.82110.71-71.3771.37905.98651.07V30.47-30.470.0042.66三層上M19.938.73-76.9076.9036.14-83.74N781.40142.96-106.733106.731137.822788.26下M19.638.59-62.9262.9235.58-64.53N781.40142.96-106.733106.731137.822788.26V35.85-35.850.0050.19二層上M20.479.00-72.8572.8537.16-77.43N936.99175.22-144.900144.901369.700921.53下M24.6310.78-85.5285.5244.65-90.17N936.99175.22-144.900144.901369.700921.53V40.61-40.610.0056.85一層上M19.935.34-124.011124.0131.39-149.700N1092.300207.36-205.933205.931601.0661022.466下M6.923.04-178.455178.4512.56-241.533N1092.300207.36-205.933205.931601.0661022.466V47.26-47.260.0066.16B柱七層上M-38.75-4.41-33.8033.80-52.67-93.82N180.5014.77-15.3515.35237.28195.11下M-22.27-6.74-20.7220.72-36.16-55.73N180.5014.77-15.3515.35237.28195.11V13.98-13.980.0019.57六層上M-14.96-7.94-57.6957.69-29.07-98.72N374.5965.44-49.5249.52541.12380.18下M-17.08-7.59-57.9957.99-31.12-101.688N374.5965.44-49.5249.52541.12380.18V25.95-25.950.0036.33五層上M-17.08-7.59-78.5778.57-31.12-130.499N569.34115.68-101.055101.05845.16541.74下M-17.08-7.59-68.5768.57-31.12-116.499N569.34115.68-101.055101.05845.16541.74V36.63-36.630.0051.28四層上M-17.08-7.59-93.4393.43-31.12-151.300N764.09165.92-168.177168.171149.200681.47下M-17.08-7.59-93.1993.19-31.12-150.966N764.09165.92-168.177168.171149.200681.47V46.07-46.070.0064.50三層上M-17.08-7.59-109.944109.94-31.12-174.411N958.84216.16-251.544251.541453.233798.45下M-16.93-7.53-101.488101.48-30.86-162.399N958.84216.16-251.544251.541453.233798.45V54.21-54.210.0075.89二層上M-17.43-7.75-119.777119.77-31.77-188.599N1153.566266.34-341.499341.491757.155906.19下M-19.91-8.84-119.777119.77-36.27-191.577N1153.566266.34-341.499341.491757.155906.19V61.42-61.420.0085.99一層上M-10.10-4.49-185.577185.57-18.41-271.922N1350.466318.03-460.400460.402065.799975.99下M-5.57-2.48-185.577185.57-10.16-266.488N1350.466318.03-460.400460.402065.799975.99V57.99-57.990.0081.191/B柱七層上M7.150.74-23.3123.319.62-24.05N29.832.59-21.8721.8739.425.18下M2.860.84-9.999.994.61-10.55N29.832.59-21.8721.8739.425.18V8.54-8.540.0011.96六層上M1.100.90-39.6139.612.58-54.13N126.9313.49-70.1170.11171.2054.16下M1.750.88-22.2822.283.33-29.09N126.9313.49-70.1170.11171.2054.16V15.87-15.870.0022.22五層上M1.750.88-51.5251.523.33-70.03N223.5124.92-143.333143.33303.1067.55下M1.750.88-35.8035.803.33-48.02N223.5124.92-143.333143.33303.1067.55V22.39-22.390.0031.35四層上M1.750.88-60.4260.423.33-82.49N320.0936.35-239.544239.54435.0048.75下M1.750.88-49.4449.443.33-67.12N320.0936.35-239.544239.54435.0048.75V28.17-28.170.0039.44三層上M1.750.88-71.0971.093.33-97.43N416.6747.78-358.277358.27566.90-1.57下M1.670.84-58.1658.163.18-79.42N416.6747.78-358.277358.27566.90-1.57V33.14-33.140.0046.40二層上M1.900.96-67.3667.363.62-92.02N513.2659.26-486.399486.39698.88-65.03下M2.251.44-79.0879.084.72-108.011N513.2659.26-486.399486.39698.88-65.03V37.55-37.550.0052.57一層上M1.400.71-90.7790.772.67-125.400N611.0870.92-661.333661.33832.58-192.577下M0.780.40-202.033202.031.50-281.911N611.0870.92-661.333661.33832.58-192.577V45.75-45.750.0064.053/B柱七層上M-5.31-0.67-22.5522.55-7.31-37.94N32.772.68-20.9620.9643.089.98下M-2.41-0.74-9.669.66-3.93-16.42N32.772.68-20.9620.9643.089.98V8.26-8.260.0011.56六層上M-0.97-0.81-38.2938.29-2.30-54.77N130.5313.91-65.6665.66176.1164.71下M-1.50-0.78-21.5421.54-2.89-31.96N130.5313.91-65.6665.66176.1164.71V15.34-15.340.0021.48五層上M-1.50-0.78-49.7949.79-2.89-71.51N227.8725.27-135.744135.74308.8283.41下M-1.50-0.78-34.6034.60-2.89-50.24N227.8725.27-135.744135.74308.8283.41V21.64-21.640.0030.30四層上M-1.50-0.78-58.3958.39-2.89-83.55N325.2136.63-226.755226.75441.5372.80下M-1.50-0.78-47.7747.77-2.89-68.68N325.2136.63-226.755226.75441.5372.80V27.22-27.220.0038.11三層上M-1.50-0.78-68.6868.68-2.89-97.95N422.5547.99-340.388340.38574.2530.53下M-1.38-0.76-56.2056.20-2.72-80.34N422.5547.99-340.388340.38574.2530.53V32.02-32.020.0044.83二層上M-1.71-0.82-65.1065.10-3.20-93.19N519.9159.38-462.955462.95707.02-24.24下M-2.07-1.59-76.4376.43-4.71