封皮摘要目錄孫夢舟

畢業(yè)設(shè)計(jì)說明書邯鄲縣機(jī)關(guān)事務(wù)管理局生活服務(wù)中心專業(yè)土木工程學(xué)生孫夢舟指導(dǎo)老師申彥利霸河北工程大學(xué)慣土木工程學(xué)院秤201行0犯年凝0劍6嘴月德33箏號摘要集邯鄲縣機(jī)關(guān)事緞務(wù)管理局?jǐn)M在蘇邯鄲市邯鄲縣獅政府大院建造榜生活服務(wù)中心挺，服務(wù)中心包鋸括：餐廳、圖鐮書館、活動中鑄心、資料中心阻、總建筑面積北：恭630萍0奪㎡左右催生活服務(wù)中心爸的建筑場地地犧段處于平原地塘帶，表面為耕繳土。經(jīng)分析，碎第二層粉土的問地基承載力特傻征值拔為銅100Kp即a奶，本地區(qū)主導(dǎo)臘風(fēng)向?yàn)橄募緰|執(zhí)南風(fēng)，冬季西獸北風(fēng)，土壤的魔凍土深則度音0.5卸m炮。場地地基情板況唉為妙Ⅲ通類場地，由于稈邯鄲地區(qū)處于侍地震帶?？拐鹗吃O(shè)防烈度為七莊度，設(shè)計(jì)地震原分組為第一組陜，設(shè)計(jì)基本地降震加速度值魔為垂0.15亡g壤。此建筑為五造層建筑層高均尋為某3.900m乎.甜電力、供水排獅水、供熱均由串城市系統(tǒng)引入證。每層設(shè)計(jì)為南：首層為餐廳蛙；二層設(shè)為圖碰書館；三、四掀層為活動中心瑞；五層為資料護(hù)閱覽室。把本工程為五層澡框架結(jié)構(gòu)，抗摔震設(shè)防烈蘿度帆7掃度。綜合考慮修周邊環(huán)境與社紡會發(fā)展的需要廁，對該結(jié)構(gòu)采介用鋼筋混凝土報(bào)框架結(jié)構(gòu)，整居體現(xiàn)澆設(shè)計(jì)內(nèi)鋪容包括建筑設(shè)狠計(jì)和結(jié)構(gòu)設(shè)計(jì)既，以結(jié)構(gòu)設(shè)計(jì)艱為主。筆建筑設(shè)計(jì)部分狡主要考慮辦公落等多方面功能桶要求，進(jìn)行平握面和立面設(shè)計(jì)獵；結(jié)構(gòu)設(shè)計(jì)部敏分從構(gòu)件截面膨選擇和平面布糕置入手，分別嫁就荷載統(tǒng)計(jì)、袋豎向荷載和水蜘平地震力作用未下的框架內(nèi)力蝕分析、脅構(gòu)件設(shè)計(jì)時為涼達(dá)到強(qiáng)柱弱梁瓣、強(qiáng)剪弱彎的懸要求，對梁端訓(xùn)彎矩進(jìn)行調(diào)幅移，依據(jù)調(diào)幅后盛的彎矩設(shè)計(jì)截亂面、講樓（屋）面板暖和樓梯設(shè)計(jì)、雹基礎(chǔ)設(shè)計(jì)及罕異遇地震驗(yàn)算等診多方面進(jìn)行了捐分析計(jì)算。青為滿足建筑功仙能要求，首層等為宿舍；標(biāo)準(zhǔn)啟層為辦公室；來頂層為閱覽室門。饒同時按照規(guī)范怪要結(jié)求，對計(jì)算結(jié)泳果進(jìn)行復(fù)核和站構(gòu)造設(shè)計(jì)，使戲設(shè)計(jì)結(jié)算結(jié)果默符合了優(yōu)化設(shè)翁計(jì)原則和規(guī)范絞要求多。風(fēng)Abstra親ct鞭HanDan姨Xiano變r(jià)gans她in額handan浪city析admini孕strati貍onof速affair卡sHanD益anXian財(cái)gover怪nment爹yardc向onstru控ction誰lifes睜ervice泳cente浙r,ser影vicec辨enter,霸inclu晴ding:猛dining品-room,肉libra叛ry,ac資tivity堵cente乎r,inf旬ormati居oncen栽ter,w攤itha困total于constr上uction餐area花of:63隊(duì)squar鞠emete賺rsaro晨und波Lifeo刪fserv下icece鏡ntero級fcons數(shù)tructi礎(chǔ)onsit賊einp秋laina暮rea,s寨urface視area賠forti囑llage煌soil.鹽Throug猴hanal旨ysiso勵fsoil飛,the估second繼powde圣rchar伴acteri椒sticv討alueo唉fsubg放radeb溪earing煮capac踏ityfo渾r100K圾pa,th迎isare腳afor經(jīng)summer起south頑eastw于inddi股rectio資n,win鑼d,the我froze憤nwint共ersoi主ldept補(bǔ)h啄0.5m壓.Venu項(xiàng)efor譯founda瞇tion油Ⅲ革site,拳becau達(dá)seof距handan哲area宮inthe約zone.閑Seism杠icfor貼tifica情tioni慘ntensi打tyfor疫seven外degre讀es,de歷signf個orthe托first蛾group瓶,grou皆pings譽(yù)eismic筋desig臘nbasi愧ceart抱hquake紙accel鼠eratio臟nis肢0.15g瘡.This晚build哨ingis旅tall例buildi魚ngsfo厘rfive荷基3.900蜂m互.powe訓(xùn)r,wat棍ersup世plyan悅ddrai艘nage,孤heatin賄gare烈introd維ucedb然ythe堡urban泳system億.Each他layer也ofth迷edesi眾gnfor先thef勞irstl田ayero青fthe枕restau岔rant;焦:2fo瀉rlibr友a(bǔ)ry,T撒hree,睜fourl私ayers輩f(xié)orac渡tivity演cente泛r,Fiv浮elaye繞rsfor裳readi事ngmat蹦erial.炒Thise棉nginee疑ringi章s縱five置layer啊sfram狡estru溝cture,店thea穩(wěn)nti-e呆arthqu聽akees躍tablis迎h(huán)esto倍defen濾d7de旁grees竟strong大.Synt李hesize質(zhì)thec液onside額ration避perim榨etere訪nviron北menta包ndthe秘deman搬doft自hesoc屯ietyd譯evelop孟ment,制adopt菠there像inforc希edcon裙crete伸frame銳constr粱uction累toth智atcon補(bǔ)struct畝ion,t仆hewho慮lespr野inkle盼now堤.the濃design露ingin清clude童s歲theb射uildin息gdesi壺gnand假thes樓tructu擔(dān)redes守ign,r半egard癢thest惱ructur首edesi慚gna睡s拌princi委ple.作麻Buildi倡ngdes素ignpa游rtmai鞭ncons蜘idert幟ransac潛tetc.孤vario辯usfun拉ction束reques痛t,car果ryon喂flats蜓urface輩ands友igna機(jī)noodle肉sdesi批gn;The艱struc燦tured碰esign有part幸includ距es霸thesi獨(dú)gn飯克noodle搞schoi京cepea憂cenoo岔dlesd妄ecorat俘ionto裳comme穿ncefr地omthe海membe耗rs,di歷stingu舌ishing塘toca任rry墓loadin杰g認(rèn),vert撤icall煎oadst淹ocarr拋yfor棕thelo晝tuswi士ththe喂level打earth逮quake洗functi乏onund己erof灑thedi胡ntin百thefr決amean廟alysis掠,萍a鵲curve梁dfor接design擱ingfo斬ratta漂ining綠weakb細(xì)eamin叼stron膏gpill躲ar,st蓄rongly禍shear弓ingwe仆akand豬curve嶺drequ內(nèi)est,t暫othe默beamc箭arryin升gcurv郵edpro錢ceedin青grate顯,acco辱rding招torat要eempr來essth確edesi月gncut袋s.heb仔uildin左g(hous糟e)fro艙nt-pan討eland亂stair哲sdesi姜gn,the德Found富ation驢design岸andr緞areme親teart賊hquake藍(lán)toch慕eckto版calcu懂latee拾tc.副F袖orsat遲isfyin君gtoc柜onstru棚ctthe座funct竊ionre瑞quests吧,潔thefi優(yōu)rst厘layer模estab金lishes雪indep過endent饒ly壤dormit皇ory肯;The曉standa督rdlay臂eris太anoff濁ice;貍thefi尺fth毒layer倍isa急readin凱groom狐.云T貞ocarr迅yona飄nanal會ytical論calcu病lation槍inma黎nyway嚼s桿.粘Inthe郊meant灘imeac纖cordin勒gton貓ormre陣quest,絮carry肅onre韻check搜todes你ignwi滑thstr材ucture踐asa焦result否toth碑ecalc野ulatio蝦n,mak鼻edesi榆gnbal值anceo裝facco記untst柜omatc形hasa初resul盒texce渠llent幟design傘princ亭iplea堪ndnor維mrequ瞞est.目錄HYPERLINK\l"_Toc263160679"0緒論1HYPERLINK\l"_Toc263160680"藍(lán)1.鵲工程概況揉僚2HYPERLINK\l"_Toc263160681"錫1.1姐工程條件春烈2HYPERLINK\l"_Toc263160682"告1.2豪設(shè)計(jì)條件：爛喬2HYPERLINK\l"_Toc263160683"跟1.3擁設(shè)計(jì)計(jì)算內(nèi)容臨閘3HYPERLINK\l"_Toc263160684"鍛1.4辟畢業(yè)設(shè)計(jì)成果兼反映的內(nèi)容蝦處3HYPERLINK\l"_Toc263160685"液2.罵結(jié)構(gòu)布置及計(jì)梯算簡圖圾投4HYPERLINK\l"_Toc263160686"序3膠．工程作法及途荷載統(tǒng)計(jì)暈炸5HYPERLINK\l"_Toc263160687"潮3.1深荷載統(tǒng)計(jì)吉效5HYPERLINK\l"_Toc263160687"針3.列2喪荷載分層匯總臂烤6HYPERLINK\l"_Toc263160688"尿4.運(yùn)框架側(cè)移剛度盯計(jì)算夫葬7HYPERLINK\l"_Toc263160689"責(zé)4.1.責(zé)橫向框架側(cè)移零剛度計(jì)算驕淋7HYPERLINK\l"_Toc263160690"啄5.饑橫向水平荷載兩作用下框架內(nèi)墾力和側(cè)移計(jì)算啞世8HYPERLINK\l"_Toc263160691"嫁5.1嫂橫向自振周期迫的計(jì)算價(jià)濤8HYPERLINK\l"_Toc263160692"存5.2究水平地震作用串下的樓層地震類剪力計(jì)算我就9HYPERLINK\l"_Toc263160693"績5.3傻水平地震作用能下的位移計(jì)算鬼浴9HYPERLINK\l"_Toc2631606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