畢業(yè)設(shè)計(jì)濟(jì)南市高級(jí)技術(shù)學(xué)院辦公樓說明

本科畢業(yè)設(shè)計(jì)說明書題目：濟(jì)南市高級(jí)技術(shù)學(xué)院辦公樓（方案一）院（部）：土木工程學(xué)院專業(yè)：土木工程班級(jí)：姓名：學(xué)號(hào)：指導(dǎo)教師：李建琦楊正凱完成日期：目錄摘要··································································ⅢABSTRACT····························································Ⅳ前言···································································1第一部分建筑設(shè)計(jì)1設(shè)計(jì)要點(diǎn)1.1建筑平面設(shè)計(jì)··························································21.2建筑立面設(shè)計(jì)··························································21.3建筑剖面設(shè)計(jì)··························································22方案設(shè)計(jì)2.1建筑平面設(shè)計(jì)··························································22.2建筑立面設(shè)計(jì)··························································32.3建筑剖面設(shè)計(jì)··························································33建筑設(shè)計(jì)說明·························································34建筑材料及做法4.1墻體工程······························································34.2門窗··································································34.3樓地面做法····························································34.4散水做法······························································44.5水管及雨水口··························································44.6挑出墻面的雨蓬等構(gòu)件··················································4第二部分結(jié)構(gòu)設(shè)計(jì)1結(jié)構(gòu)方案1.1建筑結(jié)構(gòu)選型··························································41.2結(jié)構(gòu)平面布置及計(jì)算簡圖···············································41.3初步估計(jì)梁柱的截面尺寸···············································51.4荷載統(tǒng)計(jì)·····························································61.4.1恒荷載·····························································61.4.2活荷載·····························································71.4.3風(fēng)荷載·····························································71.4.4雪荷載·····························································81.4.5地震作用···························································82框架計(jì)算 2.1荷載統(tǒng)計(jì)······························································92.1.1恒荷載計(jì)算························································102.1.2活荷載計(jì)算························································132.1.3風(fēng)荷載····························································142.2內(nèi)力計(jì)算·····························································142.2.1恒荷載作用下的內(nèi)力計(jì)算············································142.2.2活荷載載作用下的內(nèi)力計(jì)算··········································232.2.3風(fēng)荷載載作用下的內(nèi)力計(jì)算及側(cè)移驗(yàn)算································302.3內(nèi)力組合····························································352.3.1柱的內(nèi)力組合······················································352.3.2梁的內(nèi)力組合······················································372.4框架梁、柱截面配筋計(jì)算···············································392.4.1框架梁配筋計(jì)算····················································392.4.2框架柱配筋計(jì)算····················································403板的設(shè)計(jì) 3.1樓面板的設(shè)計(jì)·························································453.1.1雙向板的設(shè)計(jì)（AB、CD跨）···········································453.1.1單向板的設(shè)計(jì)（BC跨）···············································473.2屋面板的設(shè)計(jì)·························································483.2.1雙向板的設(shè)計(jì)（AB、CD跨）···········································483.2.1單向板的設(shè)計(jì)（BC跨）···············································504次梁設(shè)計(jì) 4.1荷載設(shè)計(jì)值···························································514.2計(jì)算簡圖····························································524.3內(nèi)力計(jì)算·····························································524.4承載力計(jì)算···························································524.4.1正截面受彎承載力計(jì)算··············································524.4.2斜截面受剪承載力計(jì)算··············································535樓梯設(shè)計(jì)5.1設(shè)計(jì)參數(shù)·····························································545.2樓梯板計(jì)算···························································545.2.1荷載計(jì)算··························································545.2.2截面設(shè)計(jì)··························································545.3平臺(tái)板計(jì)算···························································5553.1荷載計(jì)算··························································555.3.2截面設(shè)計(jì)··························································555.4平臺(tái)梁設(shè)計(jì)··························································565.4.1荷載計(jì)算··························································565.4.2截面設(shè)計(jì)···························································566雨篷設(shè)計(jì)6.1雨篷尺寸·····························································576.2荷載統(tǒng)計(jì)·····························································576.3內(nèi)力計(jì)算·····························································577撓度驗(yàn)算·····························································588截面裂縫控制驗(yàn)算···················································599基礎(chǔ)設(shè)計(jì)·····························································599.1邊基礎(chǔ)·······························································599.1.1基礎(chǔ)埋深··························································609.1.2基礎(chǔ)底面積························································609.1.3基礎(chǔ)高度··························································619.1.4基礎(chǔ)底板配筋計(jì)算··················································629.1B、C柱基礎(chǔ)··························································639.2.1基礎(chǔ)埋深··························································649.2.2基礎(chǔ)底面積························································659.2.3基礎(chǔ)高度··························································659.2.4基礎(chǔ)底板配筋計(jì)算··················································67第三部分施工設(shè)計(jì)1編制依據(jù)·····························································682工程概況·····························································692.1工程建設(shè)概況·························································692.2工程設(shè)計(jì)概況·························································692.2.1建筑設(shè)計(jì)··························································692.2.2結(jié)構(gòu)設(shè)計(jì)··························································692.3工程施工概況·························································702.3.1建設(shè)地點(diǎn)特征······················································702.3.2施工技術(shù)經(jīng)濟(jì)條件··················································703施工現(xiàn)場平面布置···················································703.1施工平面布置原則·····················································703.2平面布置·····························································704單位工程施工進(jìn)度計(jì)劃···············································714.1劃分施工流水段·······················································714.2工程量計(jì)算···························································734.2.1場地平整··························································734.2.2土方開挖··························································734.2.3基礎(chǔ)工程··························································734.2.4主體工程··························································735施工順序5.1施工準(zhǔn)備·····························································765.2施工原則·····························································765.3施工工藝流程·························································776主要施工方法、技術(shù)措施·············································776.1土方及基礎(chǔ)工程施工方案···············································776.1.1土方開挖··························································776.1.2墊層澆筑··························································786.1.3基礎(chǔ)鋼筋工程······················································786.1.4基礎(chǔ)模板工程······················································796.1.5基礎(chǔ)混凝土澆筑····················································806.1.6基槽及房心土回填··················································806.2主體結(jié)構(gòu)施工方案·····················································816.2.1垂直運(yùn)輸和腳手架··················································826.2.2主體結(jié)構(gòu)主要項(xiàng)目施工方法··········································856.3主要裝飾工程施工方案·················································856.3.1屋面工程··························································866.3.2樓面工程··························································876.3.3外墻工程··························································886.3.4內(nèi)墻及頂棚抹灰····················································887施工措施·····························································887.1質(zhì)量保證措施·························································887.1.1施工前的質(zhì)量預(yù)控及材料驗(yàn)收········································887.1.2質(zhì)量控制措施······················································887.2冬雨季施工措施······················································907.2.1雨季施工技術(shù)措施··················································907.2.2高溫季節(jié)施工技術(shù)措施··············································907.2.3冬季施工技術(shù)措施··················································907.1安全技術(shù)措施·························································907.1.1防墜落措施························································907.1.2安全用電措施······················································917.4文明施工工措施····································································991謝辭··············································································922參考文獻(xiàn)···········································································993附錄··············································································599摘要本文綜合運(yùn)用所學(xué)學(xué)的專業(yè)知識(shí)識(shí)，根據(jù)設(shè)計(jì)計(jì)任務(wù)書的要要求進(jìn)行了現(xiàn)現(xiàn)澆鋼筋混凝凝土框架結(jié)構(gòu)構(gòu)辦公樓的建建筑設(shè)計(jì)、結(jié)結(jié)構(gòu)設(shè)計(jì)以及及施工設(shè)計(jì)。在確定結(jié)構(gòu)方案之之后，先進(jìn)行行了層間荷載載代表值的計(jì)計(jì)算，進(jìn)而求求出在水平荷荷載（風(fēng)荷載載）作用下的的結(jié)構(gòu)內(nèi)力（彎彎矩，剪力，軸軸力）。接著著計(jì)算豎向荷荷載（恒載，活活載）作用下下的結(jié)構(gòu)內(nèi)力力，找出最不不利的一組或或幾組內(nèi)力組組合。選取最最安全的結(jié)果果計(jì)算配筋并并繪圖。此外外還進(jìn)行了結(jié)結(jié)構(gòu)方案中的的室內(nèi)樓梯的的設(shè)計(jì)（完成成了平臺(tái)板，梯梯段板，平臺(tái)臺(tái)梁等構(gòu)件的的內(nèi)力和配筋筋計(jì)算及施工工圖繪制），樓樓蓋的設(shè)計(jì)（完完成了板的配配筋和次梁的的配筋），基基礎(chǔ)的設(shè)計(jì)（完完成了獨(dú)立基基礎(chǔ)和聯(lián)合基基礎(chǔ)的配筋及及手畫基礎(chǔ)圖圖）。本設(shè)計(jì)按先建筑后后結(jié)構(gòu)再基礎(chǔ)礎(chǔ)的順序進(jìn)行行。首先，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)，設(shè)計(jì)出建建筑平面，然然后進(jìn)行立面面、剖面設(shè)計(jì)計(jì)。結(jié)構(gòu)設(shè)計(jì)依據(jù)建筑筑設(shè)計(jì)，以現(xiàn)現(xiàn)行的有關(guān)規(guī)規(guī)范為依據(jù)，主主要包括結(jié)構(gòu)構(gòu)選型及結(jié)構(gòu)構(gòu)布置、確定定計(jì)算簡圖及及計(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。本工程選選取了有代表表性的一榀框框架進(jìn)行計(jì)算算。對(duì)于豎向向荷載作用采采用彎矩二次次分配法，水水平荷載作用用采用D值法。本工程位于6度抗抗震設(shè)防區(qū)，計(jì)計(jì)算時(shí)不考慮慮抗震要求。施工組織設(shè)計(jì)主要要包括施工準(zhǔn)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)計(jì)計(jì)；結(jié)構(gòu)設(shè)計(jì)計(jì)；施工組織織設(shè)計(jì)；框架架結(jié)構(gòu)；荷載載計(jì)算；ABSTRACTTThistheesisuusesttheprrofesssionallknowwledgeesynttheticcallyaccorrdingtothhereqquestofthhedessignpprograam.Thhedessignooftheeframmeoffficebbuildiinginncludeesarcchiteccturalldesiign,sstructturaldesiggnanddconsstructtionmmanageementdesiggn.Whentheedireectionnsofthefframessisddetemiined.TThenttheinnternaalforrce（windloadss）(benddingmmomentt,sheaaringforcee,axiaalforrce)iintheestruuctureeundeertheehoriizontaalloaadscaanbeeasillycallculatted.Afftertthedeetermiinatioonoftheiinternnalfoorceuundertheddeadaandliivelooads,tthecoombinaationofinnternaalforrcecaanbemadebyussingttheExxcelssoftwaare,wwhosepurpooseisstoffindooneorrseveeralssetsooftheemosttadveerseiinternnalfoorceooftheewallllimbbsanddthecoterrminouusgirrders,,whicchwilllbethebbasisofprrotracctingtherreinfoorcinggdrawwingsofthhecommponennts.TThedeesignofthhestaairsiisalssobeapprooacheddbyccalcullatinggtheinterrnalfforceandrreinfoorcinggsuchhcompponenttsaslandiingsllab,sstepbboardandllandinnggirrderwwhoseshopdrawiingsaarecoompletted.TThedeesignofflloorsllab,ffoundaationand“#”-flooorslabbisaalsobbecommpleteedintheeend.Thedesiignprrocesssfolllowsttheorrder:firsttly,aarchittecturraldeesign;;secoondly,,struucturaaldessign;lastlly,thhefouundatiiondeesign..Thearchhitectturaldesiggn,acccordiingtoothemasteerplaanofthebbuildiing,tthesiitecoonditiion,pperiphheralurbannenviironmeent,aandchharactteristticoffthebasedesiggntheebuilldingplainnatffirst..Theelevaationdesiggniscarriiedonnsecoondly,,conssideriingbuuildinngclaassifyyandfirepreveentionn.Structurraldeesignmainttainscloseetiesswithhthearchiitectuuralddesignn,whiichissbaseedoncurreentreelevanntcoddes.IItinccludessthestruccturestylee,theeprelliminaaryesstimattionfforthhestrructurralmeemberss,connfirmaationofthheskeetchaandunnitfoorcallculattion,sidewwaycoontroll,loaadcallculattion,compoonentdesiggn,sllab-sttairsdesiggn,flloorooverlaaydessignaandfooundattionddesignn.Thiisproojecthascchosennareepreseentatiivefrramettocallculatte.Veerticaalloaadfunnctionnadopptsmoomentdistrributiionmeethod,,leveelloaadfunnctionnadopptsDvalueemethhod.Duringtthedeesignproceesseaarthquuake-rresisttantddesignn,tecchnicaalecoonomyindexxandconsttructiioninndustrrializzedreequesttaresynthheticaallycconsiddered..Consttructiionmaanagemmentddesignninclludestheppreparrationnofcconstrructioon,coonstruuctionnscheedule,,themainconsttructiionmeethodandaaseriiesoffmeassuresforttechnoologiccalquualityy,saffetyiinprooductiionanndcivvilizaationconsttructiion.Keywordss:Archhitectturaldesiggn;Sttructuuralddesignn;Connstrucctionmanaggementtdesiign;Frameesstrructurre;LLoadccalcullationn前言畢業(yè)設(shè)計(jì)是大學(xué)本本科教育培養(yǎng)養(yǎng)目標(biāo)實(shí)現(xiàn)的的重要階段，也也是綜合性和和實(shí)踐性極強(qiáng)強(qiáng)的最后一個(gè)個(gè)教學(xué)環(huán)節(jié)，是是畢業(yè)前的綜綜合學(xué)習(xí)階段段,是深化、拓拓寬、綜合教教和學(xué)的重要要過程,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)。是我我們學(xué)生運(yùn)用用所學(xué)的基礎(chǔ)礎(chǔ)理論、專業(yè)業(yè)知識(shí)和基本本技能進(jìn)行建建筑、結(jié)構(gòu)、施施工設(shè)計(jì)的重重要實(shí)踐過程程，涉及綜合合運(yùn)用建筑、結(jié)結(jié)構(gòu)、施工、設(shè)設(shè)備、給排水水和相關(guān)學(xué)科科的基礎(chǔ)知識(shí)識(shí)。在老師的的指導(dǎo)和同學(xué)學(xué)的幫助下，我我完成了這次次的畢業(yè)設(shè)計(jì)計(jì)課題——濟(jì)南市高級(jí)級(jí)技術(shù)學(xué)院辦辦公樓。這次畢業(yè)設(shè)計(jì)，我我們土木工程程專業(yè)的學(xué)生生要完成該工工程從初步設(shè)設(shè)計(jì)到施工完完成的整個(gè)過過程，可以說說涉及知識(shí)面面比較廣，比比較全面！工工程量也很大大！在設(shè)計(jì)中，一方面面要把所學(xué)的的知識(shí)運(yùn)用到到設(shè)計(jì)、施工工中去，熟悉悉國家有關(guān)規(guī)規(guī)范、條例和和規(guī)程并知道道如何去查找找規(guī)范里的相相關(guān)條文；另另一方面，由由于現(xiàn)代化建建筑一般都具具有密度大，高高度高，功能能多，設(shè)備復(fù)復(fù)雜，裝修豪豪華，防火要要求和管理自自動(dòng)化水平高高，需要各工工種交叉配合合。因此，通通過這次畢業(yè)業(yè)設(shè)計(jì)，擴(kuò)大大學(xué)生非本專專業(yè)知識(shí)面也也是十分重要要的。所以在這次畢業(yè)設(shè)設(shè)計(jì)中，我們們不僅僅溫習(xí)習(xí)了以前所學(xué)學(xué)習(xí)的專業(yè)知知識(shí)還學(xué)習(xí)到到了很多新的的知識(shí)和實(shí)踐踐，讓我們?cè)谠谧詈蟮拇髮W(xué)學(xué)時(shí)光里，更更多的去體會(huì)會(huì)一項(xiàng)工程的的產(chǎn)生是多么么具有價(jià)值和和付出的。讓讓我們時(shí)刻提提起努力的旗旗幟，去創(chuàng)造造我們的成功功。由于畢業(yè)設(shè)計(jì)是一一種初步的嘗嘗試，涉及專專業(yè)比較多，加加上條件和水水平所限，不不可避免地存存在疏漏與錯(cuò)錯(cuò)誤，敬請(qǐng)土土木學(xué)院資深深專家、教師師批評(píng)指正。第一部分建筑筑設(shè)計(jì)1設(shè)計(jì)要點(diǎn)1.1.建筑平面面設(shè)計(jì)（1）依據(jù)建筑功能要要求，確定柱柱網(wǎng)的尺寸，然然后，再逐一一定出各房間間的開間和進(jìn)進(jìn)深；（2）根據(jù)交通、防火火與疏散的要要求，確定樓樓梯間的位置置和尺寸；（3）確定墻體所用的的材料和厚度度，以及門窗窗的型號(hào)與尺尺寸。1.2.建筑立面面設(shè)計(jì)（1）確定門窗的立面面形式。門窗窗的立面形式式一定要與立立面整體效果果相協(xié)調(diào)；（2）與平面圖對(duì)照，核核對(duì)雨水管、雨雨棚等的位置置及做法；（3）確定墻體立面裝裝飾材料做法法、色彩以及及分格藝術(shù)處處理的詳細(xì)尺尺寸。1.3.建筑剖面面設(shè)計(jì)（1）分析建筑物空間間組合情況，確確定其最合適適的剖切位置置。一般要求求剖到樓梯及及有高低錯(cuò)落落的部位；（2）進(jìn)一步核實(shí)外墻墻窗臺(tái)、過梁梁、圈梁、樓樓板等在外墻墻高度上的關(guān)關(guān)系，確定選選用那種類型型的窗臺(tái)、過過梁、圈梁、樓樓板及其形狀狀和材料；（3）根據(jù)平面圖計(jì)算算確定的尺寸寸，核對(duì)樓梯梯在高度方向向上的梯段的的尺寸，確定定平臺(tái)梁的尺尺寸。2方案設(shè)計(jì)根據(jù)設(shè)計(jì)任務(wù)的要要求，本方案案盡量追求完完美,造型美觀大大方、新穎，有有辦公樓特色色,方案可實(shí)實(shí)施性較強(qiáng)。2.1.建筑平面面設(shè)計(jì)平面上力求簡單、規(guī)規(guī)則、對(duì)稱，整整個(gè)建筑平面面為大體上為為矩形結(jié)構(gòu)，既既有利于自然然采光和自然然通風(fēng)，同時(shí)時(shí)又有利于抗抗震。整棟建建筑為南北朝朝向，建筑物物主入口的朝朝向?yàn)槟线?。本工程為現(xiàn)澆混凝凝土框架結(jié)構(gòu)構(gòu)。在框架結(jié)結(jié)構(gòu)的平面布布置上，柱網(wǎng)網(wǎng)是豎向承重重構(gòu)件，柱網(wǎng)網(wǎng)布置既要滿滿足建筑平面面布置和使用用功能的要求求，又要使結(jié)結(jié)構(gòu)受力合理理，構(gòu)件種類類少，施工方方便。柱網(wǎng)布布置還應(yīng)與建建筑分隔墻布布置互相協(xié)調(diào)調(diào)，一般常將將柱子設(shè)在縱縱橫建筑墻交交叉點(diǎn)上，以以盡量減少柱柱網(wǎng)對(duì)建筑使使用功能的影影響?？蚣芙Y(jié)結(jié)構(gòu)常用的柱柱網(wǎng)布置方式式有：內(nèi)廊式式、外廊式、等等跨式、不等等跨式等。本本框架結(jié)構(gòu)采采用兩跨等跨跨式柱網(wǎng)布置置。建筑物的的總長為566.34米，總寬度為為13.444米，其長寬比比滿足6度抗震設(shè)防防區(qū)建筑物長長寬比不允許許超過6.00的要求。2.2.建筑立面面設(shè)計(jì)該辦公樓在建筑立立面上門廳以以上采用玻璃璃幕墻，有效效的滿足室內(nèi)內(nèi)采光的要求求，同時(shí)可以以表現(xiàn)簡潔和和現(xiàn)代感，還還增加了立面面的美觀效果果。建筑立面面和豎向剖面面上力求規(guī)則則，避免立面面的凹進(jìn)或突突出，使結(jié)構(gòu)構(gòu)的側(cè)向剛度度變化均勻，有有利于結(jié)構(gòu)抗抗震。2.3.建筑剖面面設(shè)計(jì)建筑物的剖面圖要要反應(yīng)出建筑筑物在垂直方方向上各部分分的組合關(guān)系系。剖面設(shè)計(jì)計(jì)的主要任務(wù)務(wù)是確定建筑筑物各部分應(yīng)應(yīng)有的高度、建建筑物的層數(shù)數(shù)及建筑空間間的組合關(guān)系系。在建筑物物的層高上，該該辦公樓的層層高為一層33.9m，，其其他各層為33.6m，室室內(nèi)外高差為為0.60mm?？偨ㄖ吒叨葹?5..3m，滿足足6度抗震設(shè)防防烈度區(qū)建筑筑物高寬比不不允許超過44的要求。另另外從室內(nèi)采采光和通風(fēng)的的角度考慮，窗臺(tái)的高度取1.0m。屋頂為平屋頂形式。此設(shè)計(jì)滿足“適用用、經(jīng)濟(jì)、美美觀的總體要要求，建筑平平面簡潔、明明快、體現(xiàn)時(shí)時(shí)代待征，結(jié)結(jié)構(gòu)方案合理理，體系選擇擇準(zhǔn)備、技術(shù)術(shù)先進(jìn)、利于于施工，裝飾飾簡潔適用、經(jīng)經(jīng)濟(jì)。3建筑設(shè)計(jì)說明本工程為濟(jì)南市高高級(jí)技術(shù)學(xué)院院辦公樓，該該工程總面積積約為28662m2。該工程位位于抗震設(shè)防防烈度為6度的區(qū)域，設(shè)設(shè)計(jì)基本地震震加速度為00.05g，設(shè)計(jì)地震震分組為第二二組，框架抗抗震等級(jí)為四四級(jí)。3.1.圖中標(biāo)注注除有特別注注明外，標(biāo)高高以米計(jì)，尺尺寸以毫米計(jì)計(jì)。3.2.本圖根據(jù)據(jù)任務(wù)書要求求不考慮抗震震。房屋正常使用年限限為50年。3.3.放樣以現(xiàn)場實(shí)際為放樣樣依據(jù)。4建筑材料及做法4.1.墻體工程程墻體采用240厚厚加氣混凝土土砌塊。4.2.門窗鋁合金門窗、塑鋼鋼窗和木質(zhì)夾夾板門、木門門。4.3.樓地面做做法20mm厚1:33水泥沙漿找找平層。110mm厚砼現(xiàn)現(xiàn)澆板。20mm厚板底抹抹灰層。4.4散水做法法混凝土散水寬10000毫米。4.5水管及雨雨水口屋面雨水口做法詳詳見圖集；水水落管材料采采用直徑為1100PVCC水落管。4.6挑出墻面面的雨棚等構(gòu)構(gòu)件凡未特別注明者，其其上部粉刷11：2水泥砂漿，并并找5%挑水坡。其其下部粉刷11：2水泥砂漿155厚白色1066涂料，并做做30mm寬滴滴水線。第二部分結(jié)構(gòu)構(gòu)設(shè)計(jì)1結(jié)構(gòu)方案1.1建筑結(jié)構(gòu)選選型本工程是濟(jì)南市高高級(jí)技術(shù)學(xué)院院辦公樓，建建筑面積為2862㎡，建筑結(jié)構(gòu)構(gòu)選型為鋼筋筋混凝土框架架結(jié)構(gòu)。建筑筑結(jié)構(gòu)按材料料分為砌體結(jié)結(jié)構(gòu)，混凝土土結(jié)構(gòu)，鋼結(jié)結(jié)構(gòu)等，各類類結(jié)構(gòu)都有一一定的適用范范圍，應(yīng)根據(jù)據(jù)材料性能、結(jié)結(jié)構(gòu)形式、受受力特點(diǎn)和結(jié)結(jié)構(gòu)使用要求求及施工條件件等因素合理理選擇。一般般而言，無筋筋混凝土結(jié)構(gòu)構(gòu)主要用于建建筑多層住宅宅、辦公樓、教教學(xué)樓以及單單層工業(yè)廠房房；鋼結(jié)構(gòu)多多用于建造超超高層建筑以以及有重型吊吊車，跨度大大于36m或有特特殊要求的廠廠房。其余情情況可用鋼筋筋混凝土結(jié)構(gòu)構(gòu)。本工程用用鋼筋混凝土土結(jié)構(gòu)即可。1.2結(jié)構(gòu)布置及及計(jì)算簡圖設(shè)計(jì)資料建設(shè)地點(diǎn)：濟(jì)南市市西北部，n=50；基本風(fēng)壓：0.445；基本雪壓壓：0.3地面粗糙類別：BB類地質(zhì)條件：地基承承載力的標(biāo)準(zhǔn)準(zhǔn)值為200，不考考慮地下水的的作用該地區(qū)的抗震設(shè)防防烈度為6度，建筑安安全等級(jí)Ⅱ級(jí)柱網(wǎng)的平面布置如如圖1.1，框架計(jì)算算單元如圖1.2圖1-1結(jié)構(gòu)平面面柱網(wǎng)布置圖圖圖1-2框架結(jié)構(gòu)構(gòu)計(jì)算單元1.3初步估計(jì)梁梁柱的截面尺尺寸框架結(jié)構(gòu)沿縱橫兩兩個(gè)方向布置置框架梁，縱縱向框架梁的的跨度為6mm，橫向框架架梁的跨度為為5.1m和2.1m，則則板的跨度為為5100mmm、2100mmm，可以按按雙向板及單單向板設(shè)計(jì)。為為了滿足剛度度，雙向板的的厚度不應(yīng)小小于跨度的1/50，所以按跨跨高比條件要要求板厚h5100/50=102mmm，取板厚h=110mmm。橫向框框架梁的高度度：應(yīng)滿足h==51000/15~51100/100=340~~510mm,取h=500mmm，截面寬寬度取b=250mmm?？v向框架梁：取hh=500mmm，截面寬寬度取為b=250mmm。次梁截面：取取h=400mmm，b=200mmm。樓蓋結(jié)構(gòu)平面布置置見圖1-3圖1-3樓蓋結(jié)構(gòu)構(gòu)平面布置圖圖1.4荷載統(tǒng)計(jì)恒荷載樓面（17）110mm厚現(xiàn)澆澆鋼筋混凝土土樓板00.11×225=2.775刷素水泥漿一道20mm厚1：22水泥砂漿找找平層0..025×220=0.553厚T910地磚膠結(jié)結(jié)劑粘貼彩色色釉面地瓷磚磚，水泥漿填填縫19..80×0..03=0..059合計(jì)3..21屋面(28)110mm厚現(xiàn)澆澆鋼筋混凝土土屋面板0..11×255=2.7551：8水泥膨脹珍珠巖找找坡2%最薄處40厚(0..04+0..163)××7=0.7711100厚憎水水泥泥膨脹珍珠巖巖塊保溫層（密密度）0.1××2.5=00.2530厚1：3水泥泥砂漿4@2200雙向配筋，6×6分格縫寬10油膏嵌縫0.03××20=0..63厚（一層）高聚物物改性瀝青防防水卷材防水水層（SBS，APP）0.005滿涂膠粘劑一層用量0.3-00.4%00.043厚（一層）高聚物物改性瀝青防防水卷材防水水層（SBS，APP）0.00520厚1：3水泥砂漿抹平壓光光1×1m分格0.002×20==0.4合計(jì)4.885內(nèi)墻（8）8厚1：3水泥砂漿打底掃光光00.008××20×2==0.328厚1：1：6水泥石灰膏砂漿掃掃光00.008××14×2==0.22447厚1：0.3：3水泥石石灰膏砂漿壓壓實(shí)抹光0.0007×14××2=0.1196240厚加氣混凝土土砌塊0.24××7.5=11.8合計(jì)2.544外墻(34)6厚1：3水泥砂漿打底掃光光0.0066×20×22=0.24412厚1：0.2：2水泥石石灰膏砂漿結(jié)結(jié)合層00.012××14×2==0.33663厚T920瓷磚膠粘粘劑貼6-12厚面磚0.55240厚加氣混凝凝土砌塊00.24×77.5=1..8合計(jì)2..876活荷載查荷載規(guī)范：辦公室樓面活荷載載標(biāo)準(zhǔn)值1.5（包括括衛(wèi)生間）走廊、門廳活荷載載標(biāo)準(zhǔn)值2.0，樓梯梯活荷載標(biāo)準(zhǔn)準(zhǔn)值3.5屋面活荷載標(biāo)準(zhǔn)值值1.5（上人人屋面）風(fēng)荷載風(fēng)壓標(biāo)準(zhǔn)值計(jì)算公公式為因結(jié)構(gòu)高度H=115.8<330，可取風(fēng)振振系數(shù)，對(duì)于于矩形平面風(fēng)風(fēng)荷載體型系系數(shù)=1.3，可查荷載規(guī)規(guī)范，（n=50，濟(jì)南市郊郊區(qū)）。將風(fēng)荷載換算成作作用于框架每每層節(jié)節(jié)點(diǎn)上上的集中荷載載，計(jì)算過程程如下表所示示。表中Z為框架節(jié)點(diǎn)點(diǎn)至室外地面面的高度，A為一榀框架架各節(jié)點(diǎn)的受受風(fēng)面積。計(jì)計(jì)算結(jié)果如下下：層次(m)()A()(kN)41.01.3115.31.1470.4516.210.8731.01.311.71.0480.4521.613.2421.01.38.11.00.4521.612.6411.01.34.51.00.4524.314.22風(fēng)載下的結(jié)構(gòu)計(jì)算算簡圖見圖1-4圖1-4風(fēng)荷載作作用下的結(jié)構(gòu)構(gòu)計(jì)算簡圖（）雪荷載雪荷載為0.3，準(zhǔn)準(zhǔn)永久分區(qū)=2\*ROMANIII，雪荷載載不與活荷載載同時(shí)組合，取取其中的最不不利組合，本本工程雪荷載載較小，荷載載組合時(shí)直接接取活荷載組組合，而不考考慮與雪荷載載的組合。地震作用本工程抗震設(shè)防烈烈度為6度（0.055g），設(shè)計(jì)計(jì)地震分組為為第二組，在在計(jì)算中不考考慮地震作用用，僅從構(gòu)造造上進(jìn)行考慮慮。2框架計(jì)算該框架柱網(wǎng)平面布布置規(guī)則，故故只需選擇中中間位置的一一榀框架進(jìn)行行設(shè)計(jì)計(jì)算，對(duì)對(duì)邊框架及其其他位置框架架，除荷載計(jì)計(jì)算略有差別別外，均可仿仿此進(jìn)行。所所選框架為對(duì)對(duì)稱結(jié)構(gòu)，故故只取一半結(jié)結(jié)構(gòu)進(jìn)行計(jì)算算即可?？蚣芗芰旱目缍鹊鹊扔谥孛嫘涡涡妮S線間的的距離，底層層柱高從基礎(chǔ)礎(chǔ)頂面算至二二層樓頂面，為5000mm，其余各層柱從本層樓面算至上層樓面，為3600mm，擬定框架梁截面尺寸為250mm×500mm，框架柱截面尺寸為400mm×400mm，混凝土采用C25，，=11.9，=1.27線剛度計(jì)算：其中中在求梁截面面慣性矩時(shí)考考慮到現(xiàn)澆板板的作用，取?。椴豢紤]樓樓板翼緣作用用的梁截面慣慣性矩）AB、CD跨梁BC跨梁底層柱上部各層柱結(jié)構(gòu)計(jì)算簡圖如圖圖3-1示：單位：圖2-1結(jié)構(gòu)計(jì)算算簡圖（圖中中數(shù)字為線剛剛度）2.1荷載統(tǒng)計(jì)恒荷載計(jì)算.1屋面框架梁線荷載載標(biāo)準(zhǔn)值：框架橫梁重00.25×00.5×255=3.1225梁抹灰（0.5×2××0.02++0.25××0.02）×17=00.425合計(jì)屋面恒載110mm厚現(xiàn)澆澆鋼筋混凝土土屋面板0..11×255=2.7551：8水泥膨脹珍珠巖找找坡2%最薄處40厚(0..04+0..163)××7=0.7711100厚憎水水泥泥膨脹珍珠巖巖塊保溫層（密密度）0.1××2.5=00.2530厚1：3水泥泥砂漿4@2200雙向配筋，6×6分格縫寬10油膏嵌縫0.03××20=0..63厚（一層）高聚物物改性瀝青防防水卷材防水水層（SBS，APP）0.005滿涂膠粘劑一層用量0.3-00.4%00.043厚（一層）高聚物物改性瀝青防防水卷材防水水層（SBS，APP）0.00520厚1：3水泥砂漿抹平壓光光1×1m分格0.002×20==0.4合計(jì)4.885；.2樓面框架梁線荷載載標(biāo)準(zhǔn)值：樓面恒載110mm厚現(xiàn)澆澆鋼筋混凝土土樓板00.11×225=2.775刷素水泥漿一道20mm厚1：22水泥砂漿找找平層0..025×220=0.553厚T910地磚膠結(jié)結(jié)劑粘貼彩色色釉面地瓷磚磚，水泥漿填填縫19..80×0..03=0..059合計(jì)3..21框架橫梁重00.25×00.5×255=3.1225梁抹灰（0.5×2××0.02++0.25××0.02）×17=00.425合計(jì)故作用在中間層框框架梁上的線線荷載為：；；；.3屋面框架節(jié)點(diǎn)集中中荷載標(biāo)準(zhǔn)值值屋面外縱梁傳來荷荷載（A節(jié)點(diǎn)的集中中力）縱梁自重0..25×0..5×6×225=18..75梁側(cè)抹灰2×（0.5-00.11）×0.022×6×177=1.599900高女兒墻自自重0.9××6×0.224×19==24.622抹灰0..9×2×00.02×117×6=33.67連系梁傳來屋面自自重合計(jì)==91.33kN屋面內(nèi)縱梁傳來荷荷載（B節(jié)點(diǎn)的集中中力）BC跨框架梁自重0.255×0.5××6×25==18.755梁側(cè)抹灰2×（0.5-00.11）×0.022×6×177=1.599連系梁傳來屋面自自重合計(jì).4樓面框架節(jié)點(diǎn)集中中荷載標(biāo)準(zhǔn)值值樓面外縱梁傳來荷荷載：縱梁自重0.225×0.55×6×255=18.775梁側(cè)抹灰2×（0.5-00.11）×0.022×6×177=1.599鋁合金門窗自重2.11×2.1××0.45==1.98窗下墻體自重0.244×1×6××7.0=110.08抹灰2×11×0.022×6×177=3.677窗邊墻體自重0.244×（6-4.22-0.4）×（3.6-11.5）×7=4..94抹灰2×（6-4.22-0.4）×（3.6-11.5）×0.022×17=220.00連系梁傳來樓面自自重合計(jì)樓面內(nèi)縱墻集中荷荷載B柱連系梁自重0.255×0.5××6×25==18.755梁側(cè)抹灰2×（0.5-00.11）×0.022×6×177=1.599框架柱自重0.44×0.4××（3.6-00.5）×25=114.4抹灰（0.4×4-3×0.24）×3.6×0.022×17=11.08（三、四層：內(nèi)縱墻自重6×（3.6-00.5）×0.244×7=311.25抹灰66×（3.6-00.5）×2×0.002×3.66×17=112.65）連系梁傳來樓面自自重合計(jì).5框架柱自重：底層0..4×0.44×5×255=20抹灰（0.4×4-3×0.24）×5×0..02×117=1.448合計(jì)211.48標(biāo)準(zhǔn)層0.4×00.4×3..6×25==14.4抹灰（0.4×4-3×0.24）×3.6×0.022×17==1.08合計(jì)15.448恒荷載作用下的結(jié)結(jié)構(gòu)計(jì)算簡圖圖見圖2-2：圖2-2恒荷載作作用下的結(jié)構(gòu)構(gòu)計(jì)算簡圖活荷載計(jì)算.1屋面活荷載計(jì)算AB跨上的線荷載BC跨上的線荷載A軸線上集中力B軸線上集中力.2樓面活荷載計(jì)算AB跨上的線荷載BC跨上的線荷載A軸線上集中力B軸線上集中力活荷載作用下的結(jié)結(jié)構(gòu)計(jì)算簡圖圖見圖2-3：圖2-3活荷載作作用下的結(jié)構(gòu)構(gòu)計(jì)算簡圖風(fēng)荷載風(fēng)荷載作用下的結(jié)結(jié)構(gòu)計(jì)算簡圖圖見圖2-32.2內(nèi)力計(jì)算恒荷載作用下框架架的內(nèi)力計(jì)算算恒荷載作用下的內(nèi)內(nèi)力計(jì)算采用用分層法。因因?yàn)樵摽蚣芙Y(jié)結(jié)構(gòu)荷載對(duì)稱稱，變形對(duì)稱稱，中跨中點(diǎn)點(diǎn)無轉(zhuǎn)角和水水平位移，可可取其一半進(jìn)進(jìn)行計(jì)算，計(jì)計(jì)算步驟如下下，除底層外外其余各層柱柱線剛度均乘乘以0.9修正，除底底層外其余各各層柱彎矩傳傳遞系數(shù)為1/3。結(jié)構(gòu)計(jì)算簡圖如圖圖2-2所示。邊跨梁上分布荷載載有矩形和三三角形兩部分分組成，在求求固端彎矩時(shí)時(shí)，可根據(jù)固固端彎矩相等等的原則，先先將三角形荷荷載轉(zhuǎn)化偉等等效均布荷載載，等效均布布荷載的計(jì)算算公式見圖3-4：，圖2-4等效均布布荷載的轉(zhuǎn)化化示意圖頂層：將三角形荷載轉(zhuǎn)化化為等效均布布荷載結(jié)構(gòu)內(nèi)力可用彎矩矩分配法計(jì)算算并可利用對(duì)對(duì)稱性取二分分之一結(jié)構(gòu)計(jì)計(jì)算。各桿的固端彎矩為為彎矩分配法傳遞彎彎矩：頂層彎矩圖如圖22-5示：圖2-5頂層彎矩矩圖標(biāo)準(zhǔn)層：將三角形荷載轉(zhuǎn)化化為等效均布布荷載結(jié)構(gòu)內(nèi)力可用彎矩矩分配法計(jì)算算并可利用對(duì)對(duì)稱性取二分分之一結(jié)構(gòu)計(jì)計(jì)算。各桿的固端彎矩為為彎矩分配法傳遞彎彎矩：標(biāo)準(zhǔn)層彎矩圖如圖圖3-6示：圖2-6標(biāo)準(zhǔn)層彎彎矩圖底層：將三角形荷載轉(zhuǎn)化化為等效均布布荷載結(jié)構(gòu)內(nèi)力可用彎矩矩分配法計(jì)算算并可利用對(duì)對(duì)稱性取二分分之一結(jié)構(gòu)計(jì)計(jì)算。各桿的固端彎矩為為彎矩分配法傳遞彎彎矩：標(biāo)準(zhǔn)層彎矩圖如圖圖2-7示：圖2-7標(biāo)準(zhǔn)層彎彎矩圖求跨中彎矩：根據(jù)據(jù)求得的支座座彎矩和各跨跨的實(shí)際荷載載分布。頂層：圖2-8頂層跨中中彎矩計(jì)算簡簡圖標(biāo)準(zhǔn)層、底層：圖2-9標(biāo)準(zhǔn)層跨跨中彎矩計(jì)算算簡圖將各層求得的彎矩矩圖疊加，見見圖2-10：圖2-10恒載作作用下的彎矩矩圖考慮梁段彎矩調(diào)幅幅，乘以系數(shù)數(shù)0.85，調(diào)幅后的的彎矩圖見圖圖2-11：圖2-11調(diào)幅后后恒載作用下下的彎矩圖根據(jù)彎矩圖得出剪剪力圖和軸力力圖，見圖2-12：圖2-12恒載下下的剪力圖和和軸力圖將梁端節(jié)點(diǎn)彎矩?fù)Q換算至梁端柱柱邊彎矩值，以以備內(nèi)力組合合時(shí)用。梁端柱邊的剪力和和彎矩按下式式計(jì)算：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)右側(cè)：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)右側(cè)：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)右側(cè)：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)右側(cè)：有以上數(shù)據(jù)得出梁梁端柱邊彎矩矩圖，如圖2-13示：圖2-13梁端柱邊邊彎矩圖活荷載作用下框架架的內(nèi)力計(jì)算算活荷載作用下的內(nèi)內(nèi)力計(jì)算采用用分層法。因因?yàn)樵摽蚣芙Y(jié)結(jié)構(gòu)荷載對(duì)稱稱，變形對(duì)稱稱，中跨中點(diǎn)點(diǎn)無轉(zhuǎn)角和水水平位移，可可取其一半進(jìn)進(jìn)行計(jì)算，計(jì)計(jì)算步驟如下下，除底層外外其余各層柱柱線剛度均乘乘以0.9修正，除底底層外其余各各層柱彎矩傳傳遞系數(shù)為1/3。結(jié)構(gòu)計(jì)算簡圖如圖圖2-3示邊跨梁上分布荷載載為三角形，在在求固端彎矩矩時(shí)，可根據(jù)據(jù)固端彎矩相相等的原則，先先將三角形荷荷載轉(zhuǎn)化偉等等效均布荷載載，等效均布布荷載的計(jì)算算公式見下圖圖2-14：，圖2-14等效均均布荷載的轉(zhuǎn)轉(zhuǎn)化示意圖將三角形荷載轉(zhuǎn)化化為等效均布布荷載頂層：標(biāo)準(zhǔn)層：等效后的結(jié)構(gòu)計(jì)算算簡圖見圖2-15：圖2-15等效后活活荷載下的結(jié)結(jié)構(gòu)計(jì)算簡圖圖結(jié)構(gòu)內(nèi)力可用彎矩矩分配法計(jì)算算并可利用對(duì)對(duì)稱性取二分分之一結(jié)構(gòu)計(jì)計(jì)算。頂層：各桿的固端端彎矩為中間層及底層：各各桿的固端彎彎矩為彎矩分配法計(jì)算過過程如下：頂層：標(biāo)準(zhǔn)層：底層：活荷載作用下的各各層的彎矩圖圖分別如圖2-16、2-17、2-18所示：圖2-16頂層活活荷載作用下下的彎矩圖圖2-17標(biāo)準(zhǔn)層層活荷載作用用下的彎矩圖圖圖2-18底層活活荷載作用下下的彎矩圖求跨中彎矩：根據(jù)據(jù)求得的支座座彎矩和各跨跨的實(shí)際荷載載分布。頂層：圖2-19頂層梁梁在實(shí)際分布布荷載下的跨跨中彎矩標(biāo)準(zhǔn)層、底層跨中中彎矩同頂層層：圖2-20底層、標(biāo)標(biāo)準(zhǔn)層梁在實(shí)實(shí)際分布荷載載下的跨中彎彎矩將各層求得的彎矩矩圖疊加，見見圖2-21：圖2-21活載作作用下的彎矩矩圖考慮梁段彎矩調(diào)幅幅，乘以系數(shù)數(shù)0.85，調(diào)幅彎矩矩值見圖2-22：圖2-22調(diào)幅后后活載作用下下的彎矩圖根據(jù)彎矩圖得出剪剪力圖和軸力力圖，見圖2-23：圖2-23活載下下的剪力圖和和軸力圖將梁端節(jié)點(diǎn)彎矩?fù)Q換算至梁端柱柱邊彎矩值，以以備內(nèi)力組合合時(shí)用。梁端柱邊的剪力和和彎矩按下式式計(jì)算：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：節(jié)點(diǎn)：節(jié)點(diǎn)左側(cè)：由以上計(jì)算結(jié)果得得出活載下的的梁端柱邊彎彎矩圖見圖2-24圖2-24梁端柱柱邊彎矩圖2.2.3風(fēng)荷載作作用下框架內(nèi)內(nèi)力及側(cè)移驗(yàn)驗(yàn)算2.2.3.1風(fēng)荷荷載作用下的的內(nèi)力計(jì)算風(fēng)荷載作用下的結(jié)結(jié)構(gòu)計(jì)算簡圖圖如圖2-25示：圖2-25風(fēng)載下下的結(jié)構(gòu)計(jì)算算簡圖各層框架承受的層層間總剪力為為：，，，風(fēng)荷載作用下的內(nèi)內(nèi)力計(jì)算采用用D值法。由規(guī)范查得，即。故故可有規(guī)范查查得。采用左風(fēng)：底層柱：邊柱A：，中柱B：，上層柱：邊柱A：，中柱B：，層數(shù)邊柱A邊柱B4321各柱柱端彎矩計(jì)算算：層數(shù)邊柱A中柱B4321梁端彎矩：；層數(shù)邊節(jié)點(diǎn)A中節(jié)點(diǎn)B4321風(fēng)荷載下的內(nèi)力圖圖如圖2-26、2-27示：圖2-26左風(fēng)下下的彎矩圖圖2-27左風(fēng)下下的剪力圖和和軸力圖2.2.3.2風(fēng)荷荷載作用下框框架的側(cè)移驗(yàn)驗(yàn)算：因房屋高度小于440，故僅考考慮框架的總總體剪切變形形。由剛度折折減系數(shù)便可可計(jì)算出相對(duì)對(duì)位移。各層柱實(shí)際總側(cè)移移剛度底層：其它層：側(cè)移計(jì)算：層數(shù)410.8739.31324.1139.31236.7539.31150.9717.36由上述驗(yàn)算可知，層層間相對(duì)位移移滿足要求。2.3內(nèi)力組合柱的內(nèi)力組合.1邊柱的內(nèi)力組合邊柱的內(nèi)力組合見見下表：層數(shù)截面內(nèi)力邊柱恒載活載左風(fēng)載右風(fēng)載內(nèi)力組合基本組合標(biāo)準(zhǔn)組合恒×1.2+活×1..4恒×1.2+左風(fēng)×11.4恒×1.2+右風(fēng)×11.4恒×1.2+0.9××1.4×（活+左風(fēng)恒×1.2+0.9××1.4×（活+右風(fēng)）恒×1.35+0.77×1.4×活恒載+活載恒+左風(fēng)恒+右風(fēng)恒+0.9×（活++左風(fēng)）恒+0.9×（活++右風(fēng)）四層上M19.125.17-4.354.3530.1816.8529.0323.9734.9330.8724.2914.7723.4719.8527.68N142.6126.54-1.251.25208.28169.38172.88202.99206.14218.53169.15141.36143.86165.3167.61下M14.414.72-2.742.7423.913.4521.1219.7826.6924.0719.1311.6717.1516.1921.12N158.0926.54-1.251.25226.86187.95191.45221.57224.72239.43184.63156.84159.34180.85183.10V-9.32-2.751.97-1.97-15.03-8.42-13.94-12.16-17.13-15.27-12.07-7.35-11.29-10.02-13.56三層上M11.144.22-8.638.6319.271.2825.457.8129.5519.1715.362.5119.777.1722.70N285.7253.59-4.594.59417.89336.43349.29404.60416.17438.24339.31281.13290.31329.82338.08下M11.944.33-7.067.0620.394.4424.2110.8828.6720.3616.274.88199.48322.19N301.253.59-4.594.59436.46355.01367.86423.18434.74459.13354.79296.61305.79345.3353.56V-6.41-2.384.36-4.36-11.02-1.58-13.79-5.19-16.18-10.98-8.79-2.05-10.77-4.62-12.47二層上M12.144.4-12.3112.3120.72-2.6631.804.6035.6220.7016.54-0.1724.455.0227.17N428.6480.62-10.3910.39627.23499.82528.91602.85629.04657.67509.26418.25439.03491.84510.54下M13.433.87-11.6311.6321.53-0.1632.396.3335.6421.9217.31.825.066.4427.38N444.1280.62-10.3910.39645.81518.39547.49621.43647.61678.56524.74433.73454.51507.32526.02V-7.1-2.36.65-6.65-11.740.79-17.83-3.03-19.79-11.83-9.4-0.45-13.75-3.18-15.15一層上M8.032.92-252513.72-25.3644.636-18.1844.8113.7010.95-16.9733.03-11.8433.15N571.19107.47-20.6320.63835.88656.54714.31794.84846.83876.42678.66550.56591.82649.34686.48下M4.391.6-30.5530.557.50-37.5048