毕业设计济南市高级技术学院办公楼说明

本科毕业设计说明书题目：济南市高级技术学院办公楼（方案一）院（部）：土木工程学院专业：土木工程班级：姓名：学号：指导教师：李建琦杨正凯完成日期：目录摘要··································································ⅢABSTRACT····························································Ⅳ前言···································································1第一部分建筑设计1设计要点1.1建筑平面设计··························································21.2建筑立面设计··························································21.3建筑剖面设计··························································22方案设计堂2.1热袭建筑平面设计肝······活······狂······裳······骨······广······从······聚······茅······龙····面2梅2.玻2宗建筑立面设计流······茎······园······泥······慕······亭······担······夹······隶······她····怨3口2.租3矩建筑剖面设计爱······控······恳······浩······江······固······粉······耀······邮······屑····撒3为3统藏建筑设计说明饼······渗······哀······伍······脱······首······肿······尺······敬······拨···惭3将4抓火建筑材料及做条法沃晃赞紫热胶体三尊厨4.1潜撇墙体工程尤······监······架······遭······窄······叠······殿······羡······狱······章······洁··蒸3仆4.吗2屯门窗艇······慕······躁······姐······恳······脾······在······喇······宾······响······俘······乔3垫4.聚3饱楼地面做法涨······旦······控······两······棒······脆······碗······夕······企······寸······叙3饼4.4驱蒸散水做法牛······受······录······饱······辉······硬······指······宅······猾······祥······蚊··窄4喇4.身5侨水管及雨水口伏······主······漠······蒸······顾······风······路······急······跪······兄····蔑4乘4.犁6告挑出墙面的雨眯蓬等构件裤······躁······邮······庙······趁······却······嘉······粗······迈··框4功第二部店分午锡结构设葵计瓣援衔哄提普胸渗宪1衰芝结构方旅案冶税壤差古巨斜揭剪宪1.1慎狐建筑结构选型狂······邻······奴······戴······松······臭······毯······止······失······调····式4馆1.2浆筐结构平面布置条及计算简图虾······润······聋······曾······盟······蓄······咐······索·····云4宗1.3丙梁初步估计梁柱叠的截面尺寸汇······唤······豪······百······雀······蹈······残······蜓·····悠5谣1.4铺我荷载统计棍······蝇······声······颠······壁······会······唐······茧······信······脂······兄·丑6颗漏薄恒荷载兵······盐······闲······烤······羊······俱······腿······名······护······筝······安·面6客换婆活荷载悼······鸦······朵······禽······磨······支······秘······搂······柏······雁······秧·堵7锤抓激风荷载滨······垮······美······煌······姜······他······慕······邪······禾······其······挖·欢7略丹翻雪荷载扰······挂······芦······屯······景······爆······纲······袄······丹······仅······孙·采8竭腾失地震作用哥······巾······蜓······辞······膊······圾······叶······汇······铅······鄙·····尘8肠2雄嫩框架计续算父银茄匪2.1斧字荷载统计映······包······雀······虚······蓬······译······涛······麦······杨······巨······梯··啦9亮爽楼恒荷载计算宁······坊······嘱······仅······县······奉······胡······隆······列······蜂··良10处云狸活荷载计算冒······盟······龄······耻······冲······毒······毒······佣······匀······茶··饱13浩厘蝴风荷载柜······并······徐······会······询······塔······险······辆······秘······钢······妨14千2.2符忽内力计算趣······密······找······氏······吩······纱······卖······晓······厦······兰······么·右14却册瘦恒荷载作用下纸的内力计算炉······铃······削······望······吐······怀······脾······判··皂14排比据活荷载载作用煮下的内力计算鹊······须······养······赠······品······管······碌······善23怨溪呼风荷载载作用伐下的内力计算睁及侧移验算侨······钻······聪······郑······封······计··雅30删2.3泛妄内力组合隶······由······旷······祥······畏······爽······浅······恩······模······拔······冤35柄弄互柱的内力组合排······果······铁······紫······虑······种······岂······技······雷······薪35厉荡滩梁的内力组合缺······涌······筐······怕······遵······战······巧······京······垒······眼37碗2.4川香框架梁、柱截胆面配筋计算脊······通······皮······秀······浆······距······毒······图·····坏39走题也框架梁配筋计摄算议······援······吴······阶······盐······极······僻······允······得····阿39瓜散公框架柱配筋计烦算创······陕······肤······建······戚······纳······何······玩······歪····暗40滨3丹扔板的设计棋萌3.1样私楼面板的设计挠······尊······我······英······货······梢······惯······菊······诸······哨···心45引睁歪双向板的设计宁（量A汗B责、腹C识D磁跨）拼······纸······羊······串······抵······批······连······仇·域45垂墨格单向板的设计兆（撒B础C括跨）雕······稠······候······崭······闭······眉······虏······稿·····槽47津3.2安爬屋面板的设计禁······府······淘······乔······深······悠······帽······淘······捞······鼓···康48明妖亚双向板的设计器（搞A零B巡、图C晨D盾跨）尺······牲······抬······猫······座······奸······族······乖·岁48良城营单向板的设计坚（缘B厨C锄跨）阵······扯······材······秃······镇······韵······别······以·····奥50蕉4燕形次梁设计护夫4.1架含荷载设计值煮······尾······置······贸······玻······仇······末······喇······县······气·····严51陵4.2厘浴计算简图免······掠······厌······奖······炉······骡······葱······星······漠······界······供52柜4.3停惩内力计算歌······粪······柄······焦······辜······朴······畅······乓······趁······饿······逝·越52嫁4.4甜扁承载力计算不······参······情······庙······德······顶······孝······启······迹······冈·····慈52套韵防正截面受弯承出载力计算丈······谁······阻······深······款······莫······波······姜····绑52齿里咐斜截面受剪承谋载力计算涛······豆······产······教······圾······槐······拳······赵····家535楼梯设计牙5.1器忆设计参数枪······视······膏······何······盟······宗······筑······再······构······毁······交·赌54展5.2洞献楼梯板计算塞······盏······兰······题······阿······猛······拉······印······沾······车·····芦54券偶蚁荷载计算胀······澡······谁······椅······扬······缩······怕······析······凤······煮····碧54却俭健截面设计愿······身······轰······候······口······帆······崖······甘······送······芹····独54挖5.3障巨平台板计算剖······亏······知······任······叔······观······稠······醋······芬······搜·····椒55沉53.1诸受荷载计算回······湾······化······跪······括······慎······及······絮······患······陕····帜55非匀哀截面设计顿······奏······谋······煤······霸······滔······挑······赏······房······殖····承55缝5.4椒虑平台梁设计牺······厉······娇······蜻······私······骄······里······捧······姑······美····献56殃挥小荷载计算索······编······格······恭······商······劝······恰······皇······喘······饲····猎56俊比汇截面设计邪······尝······泪······迹······弓······瓜······摸······竿······别······岛·····陵566雨篷设计寨6.1忘称雨篷尺寸燥······雕······令······浆······鸣·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懒渴安全用电措施传······劝······惧······扣······追······蜘······魄······蹄······俊······存91绵7.4结壮文明施工措施赔······锈······钱······疗······赞······蹦······跌······财······击······脉···萄91醉谢钓排辞丸······伞······新······救······帝······红······笔······基······皆······纹······忍······歇92饺参考文献殃······鸟······外······哭······挖······牺······淋······廉······勿······谨······盯···盈93等附伞殃录垂······虫······勒······惊······挺······男······粒······凯······惯······创······桶······逆59摘要芒本文综合运用滥所学的专业知班识，根据设计欠任务书的要求披进行了现浇钢特筋混凝土框架驳结构办公楼的逼建筑设计、结由构设计以及施朵工设计。擦在确定结构方偏案之后，先进票行了层间荷载舰代表值的计算免，进而求出在协水平荷载（风虹荷载）作用下池的结构内力（勤弯矩，剪力，雄轴力）。接着驴计算竖向荷载疫（恒载，活载饭）作用下的结跑构内力，找出捆最不利的一组妹或几组内力组堆合。选取最安婚全的结果计算险配筋并绘图。锅此外还进行了勉结构方案中的式室内楼梯的设嫩计（完成了平烧台板，梯段板询，平台梁等构斜件的内力和配于筋计算及施工攀图绘制），楼黄盖的设计（完吗成了板的配筋翅和次梁的配筋秆），基础的设患计（完成了独蒸立基础和联合皂基础的配筋及马手画基础图）被。勇本设计按先建抽筑后结构再基片础的顺序进行桂。储首先，建筑设怎计依据建筑总乖体规划要求、死建筑用地条件朗和基地周边的甚环境特点，设税计出建筑平面冲，然后进行立葛面、剖面设计孝。涛结构设计依据砍建筑设计，以羽现行的有关规杏范为依据，主塔要包括结构选魄型及结构布置夸、确定计算简坑图及计算单元橡、荷载计算、晶侧移控制、内茶力组合、构件龄设计、楼梯设哀计、基础设计俊等内究容蜓心。本工程选取安了有代表性的核一榀框架进行残计算。对于竖按向荷载作用采来用弯矩二次分指配法，水平荷此载作用采用亡D里值法。建本工程位多于塘6就度抗震设防区繁，计算时不考府虑抗震要求。嚼施工组织设计迹主要包括施工条准备工作、施柱工部署、主要次项目的施工方再法以及技术质幼量、安全生产杨、文明施工方秆面的一系列措制施。宴关键词：迎建筑设计；结僚构设计；施工随组织设计；框位架结构；荷载肆计算；嚼ABSTRA嫩CT虾Thist及hesis条usest赢hepro辫fessio粪nalkn从owledg盗esynt货hetica恒llyac垫cordin燕gtot模hereq馒uesto倒fthe聪design秒progr债am.Th者edesi寄gnof冶the百frame箩office爬build锯ingin林cludes颈archi思tectur乌aldes辱ign,s澡tructu寨ralde葵signa虾ndcon腿struct味ionma吃nageme池ntdes零ign.仰Whent框hedir妖ection腥soft叛hefra织mesis彼detem崇ined.T合henth竿einte标rnalf克orce柄（皱windl丝oad熔s简）灯(bendi浮ngmom汇ent,sh负earing加force像,axial疫force顷)int挣hestr旱ucture毁under绒theh洞orizon尤tallo撞adsca预nbee骗asily肚calcul妨ated.A犬ftert串hedet对ermina晃tiono抖fthe溜intern铃alfor电ceund很erthe惧dead草andli量veloa半ds,the严combi贪nation蹄ofin循ternal懂force窄canb驻emade像byus茎ingth夹eExce凉lsoft比ware,晕whose秤purpos惹eist恐ofind稻oneo辩rseve嫁ralse姑tsof坑themo向stadv邻ersei伍nterna冒lforc丙eoft游hewal神llimb期sand搏theco贴termin叨ousgi角rders,钞which爷will纯bethe贿basis嫌ofpr浪otract敢ingth副erein首forcin讽gdraw度ingso卵fthe布compon良ents.章Thede先signo蒜fthe明stairs更isal浓sobe扒approa辱chedb盲ycalc萍ulatin莲gthe脚intern徒alfor诚ceand臣reinf学orcing类such浸compon蔑entsa穴sland意ingsl轰ab,st疑epboa驼rdand表landi扯nggir拴derwh重osesh程opdra耕wings箱areco旋mplete如d.The梅desig岗noff预loorsl宅ab,fo往undati此onand于征“舍#亭”否-floor气slabi抖salso输beco防mplete许dint构heend屠.饲Thede疾signp忙rocess白follo凯wsthe豪order撑:firs丝tly,a脱rchite复ctural迅desig霜n;sec单ondly,与struc姨tural抓design恳;last摸ly,th撒efoun盟dation究desig筑n.忍Thear钓chitec语tural遥design煮,acco撒rding央tothe液maste圈rplan腊ofth钥ebuil泥ding,斧thesi疏tecon诞dition姜,peri京pheral扯urban迷envir轿onment骨,and佣charac鞠terist陪icof尾theba省sedes阔ignth茧ebuil归dingp滚laina返tfirs止t.The坚eleva棒tiond筐esign呢iscar橡riedo妖nseco址ndly,柏consid颗ering毯buildi食ngcla登ssify败andfi洽repre适ventio拼n.笔Struct迅urald丸esign绍mainta膀inscl督oseti特eswit截hthe斜archit峡ectura惭ldesi浮gn,wh气ichis粘based耍oncu威rrent铺releva秧ntcod章es.It弦inclu工desth快estru呀cture给style,脾thep拥relimi章narye换stimat芽ionfo册rthe采struct棕uralm献embers趁,conf卧irmati弦onof幼thesk雕etcha搜nduni亡tfor隆calcul居ation,轻sidew靠aycon践trol,壮loadc鸣alcula芹tion,界compon摩entde礼sign,肥slab-s异tairs塞design拖,floo影rover倘layde过signa泼ndfou袭ndatio辞ndesi知gn.Th茄ispro宅jecth拴ascho神sena道repres刻entati毅vefra熊meto降calcul境ate.V三ertica豪lload坡funct抵ionad旷optsm赖oment菌distri杨bution开metho俱d,lev熊elloa绕dfunc沃tiona装dopts茂Dvalu菜emeth似od.漠During内thed寿esign象proces蚊seart靠hquake涌-resis旨tantd伍esign,亩techn茎icale详conomy冲index梨andc丽onstru尚ction牛indust选rializ粱edreq盖uesta勺resyn万thetic波allyc币onside姻red.阅Con途struct熄ionma屈nageme准ntdes训ignin佩cludes溉thep就repara亡tiono豆fcons味tructi伯on,co搜nstruc逐tions系chedul牲e,the诱main援constr怨uction局metho亏dand困aseri耕esof盘measur量esfor钻techn拉ologic斧alqua某lity,难safety乌inpr既oducti昏onand京civil碎izatio毅ncons现tructi侧on.徒Keywor卵ds:萝Archit然ectura童ldesi共gn;St差ructur障aldes脖ign;C尚onstru庙ction精manage爬mentd孩esign;霉Fram醉esstr融ucture皇;Loa宰dcalc职ulatio膝n前言勾毕业设计是大寸学本科教育培沾养目标实现的肯重要阶段，也慨是综合性和实隙践性极强的最秋后一个教学环游节，是毕业前丰的综合学习阶虎段呀,眠是深化、拓宽毯、综合教和学激的重要过摸程裹,饥是对大学期间宵所学专业知识窜的全面总结。该是我们学生运键用所学的基础抛理论、专业知离识和基本技能抱进行建筑、结疯构、施工设计今的重要实践过记程，涉及综合然运用建筑、结枪构、施工、设易备、给排水和躬相关学科的基翁础知识。在老灵师的指导和同伏学的帮助下，俗我完成了这次横的毕业设计课神题臭—宰—傅济南市高级技那术学院办公楼机。钓这次毕业设计妨，我们土木工棋程专业的学生卫要完成该工程聋从初步设计到捕施工完成的整刮个过程，可以馆说涉及知识面堤比较广，比较座全面！工程量坟也很大！左在设计中，一棍方面要把所学窄的知识运用到会设计、施工中座去，熟悉国家酿有关规范、条合例和规程并知进道如何去查找伴规范里的相关苗条文；另一方侵面，由于现代枪化建筑一般都龟具有密度大，斧高度高，功能雪多，设备复杂叔，装修豪华，庭防火要求和管犯理自动化水平笋高，需要各工音种交叉配合。工因此，通过这篮次毕业设计，斯扩大学生非本邮专业知识面也炉是十分重要的衰。洽所以在这次毕障业设计中，我悲们不仅仅温习粪了以前所学习溉的专业知识还睛学习到了很多您新的知识和实栗践，让我们在值最后的大学时袋光里，更多的错去体会一项工灾程的产生是多太么具有价值和膛付出的。让我朱们时刻提起努岩力的旗帜，去毫创造我们的成鲜功。某由于毕业设计成是一种初步的捐尝试，涉及专谎业比较多，加牧上条件和水平扑所限，不可避屯免地存在疏漏要与错误，敬请胀土木学院资深熔专家、教师批鉴评指正。姨第一部撒分钉雄建石谨筑鞭核设医魔计饰1积设慕偏计姥侵要油拥点芒1.1丧.使建筑平面设计初（辅1临）依据建筑功接能要求，确定嫂柱网的尺寸，紫然后，再逐一恋定出各房间的馅开间和进深；径（偷2驶）根据交通、迁防火与疏散的南要求，确定楼抚梯间的位置和惑尺寸；箱（津3仁）确定墙体所绿用的材料和厚遵度，以及门窗猪的型号与尺寸土。炮1.2诵.澡建筑立面设计遗（妈1岩）确定门窗的逮立面形式。门朱窗的立面形式纸一定要与立面叠整体效果相协签调；抢（光2量）与平面图对啊照，核对雨水妥管、雨棚等的者位置及做法；岗（零3码）确定墙体立优面装饰材料做靠法、色彩以及付分格艺术处理罢的详细尺寸。事1.3渡.本建筑剖面设计担（县1海）分析建筑物插空间组合情况唇，确定其最合即适的剖切位置氧。一般要求剖陕到楼梯及有高愁低错落的部位截；戒（葬2茧）进一步核实司外墙窗台、过畅梁、圈梁、楼针板等在外墙高编度上的关系，巨确定选用那种师类型的窗台、周过梁、圈梁、绞楼板及其形状喘和材料；冻（描3病）根据平面图幅计算确定的尺恭寸，核对楼梯橡在高度方向上优的梯段的尺寸惭，确定平台梁校的尺寸。减2俘套方熔睬案时薪设左筋计透根据设计任务复的要求，本方朴案尽量追求完集美辅,化造型美观大方衬、新颖，有办然公楼特色眉,橡方案可实施性促较强。乳2.1稿.塑建筑平面设计矩平面上力求简穗单、规则、对仇称，整个建筑耗平面为大体上己为矩形结构，潮既有利于自然及采光和自然通斩风，同时又有带利于抗震。整绢栋建筑为南北灵朝向，建筑物匙主入口的朝向泰为南边。恢本工程为现浇父混凝土框架结着构。在框架结组构的平面布置真上，柱网是竖气向承重构件，霉柱网布置既要桂满足建筑平面燕布置和使用功歌能的要求，又弃要使结构受力孩合理，构件种练类少，施工方椒便。柱网布置繁还应与建筑分歉隔墙布置互相洪协调，一般常停将柱子设在纵则横建筑墙交叉师点上，以尽量伸减少柱网对建损筑使用功能的举影响。框架结河构常用的柱网勒布置方式有：携内廊式、外廊金式、等跨式、打不等跨式等。尖本框架结构采陷用两跨等跨式绵柱网布置。建呜筑物的总长为纠56.34苗米续，总宽度为悟13.44装米霉，其长宽比满往足勤6容度抗震设防区摔建筑物长宽比优不允许超过溪6.0话的要求。犯2.2茄.欧建筑立面设计雕该办公楼在建剥筑立面上门厅腾以上采用玻璃居幕墙，有效的悦满足室内采光野的要求，同时疤可以表现简洁涂和现代感，还样增加了立面的鸣美观效果。建么筑立面和竖向喉剖面上力求规在则，避免立面窄的凹进或突出促，使结构的侧暖向刚度变化均评匀，有利于结听构抗震。慰2.3蚕.滚建筑剖面设计蒸建筑物的剖面押图要反应出建肢筑物在垂直方驴向上各部分的破组合关系。剖沫面设计的主要朴任务是确定建超筑物各部分应指有的高度、建绘筑物的层数及佩建筑空间的组登合关系。在建川筑物的层高上赚，该办公楼的茎层高为一层驼3.9m鲜，，其他各层贪为盈3.6m岔，室内外高差惊为译0.60m考。总建筑高度拜为书15.3m两，满足尝6为度抗震设防烈毯度区建筑物高慕宽比不允许超冈过复4调的要求。另外估从室内采光和角通风的角度考雨虑，奴窗台的高度取给1.0m睁。屋顶为平屋粥顶形式。唤此设计满足塘“决适用、经济、善美观的总体要江求，建筑平面汤简洁、明快、酒体现时代待征圈，结构方案合粘理，体系选择陡准备、技术先碎进、利于施工奇，装饰简洁适冠用、经济。览3星刑建循听筑非乞设堵逢计抽沉说雪牌明醋本工程为济南裤市高级技术学悬院办公楼，该迅工程总面积约叉为禽2862章m堆2衔。该工程位于安抗震设防烈度渴为萝6稳度的区域，设寿计基本地震加挂速度为赌0.汇05惊g瓶，设计地震分正组为第二组，箩框架抗震等级化为四级。独3.1纷.晚图中标注除有域特别注明外，免标高以米计，对尺寸以毫米计驾。肚3.2东.梁本图根据任务美书要求不考虑启抗震。宪房屋正常使用扣年限为领50谊年。3.3.放样占以现场实际为旧放样依据。颂4揪稳建喘姑筑秘幸材嘱赵料钞晒及欺特做向方法橡4.1顺.仙墙体工程摔墙体采用魄2适4废0节厚加气混凝土侦砌块。4.2.门窗弊铝合金门窗、隆塑钢窗和木质缩夹板门、木门郑。笔4.3蝶.文楼地面做法卖20mm绢厚酒1母:3翠水泥沙浆找平序层。度110mm浴厚砼现浇板。惭20mm歼厚板底抹灰层棕。煤4.4霜散水做法妨混凝土散水宽禽1000盒毫米碗。严4.5莫旁水管及雨水口励屋面雨水口做骆法详见图集；堵水落管材料采千用直径为杀100PVC伞水落管。猎4.6润凭挑出墙面的雨副棚等构件茶凡未特别注明扣者，其上部粉绣刷从1巨：胆2烟水泥砂浆，并焰找翅5%驼挑水坡。其下谣部粉刷惜1橡：式2锋水泥砂浆蓬15同厚白色蠢106和涂料，并做殿30mm施宽滴水线。粉第二部项分仗封结竭奴构挑够设哑亩计酬1停满结笑谦构袋订方榆应案池1.1弓建筑结构选型冈本工程是济南泊市高级技术学随院办公楼，建活筑面积跃为卖2862部㎡样，建筑结构选近型为钢筋混凝讨土框架结构。策建筑结构按材拦料分为砌体结百构，混凝土结解构，钢结构等锁，各类结构都皮有一定的适用活范围，应根据捎材料性能、结耗构形式、受力半特点和结构使狠用要求及施工尤条件等因素合秆理选择。一般箩而言，无筋混少凝土结构主要怒用于建筑多层剖住宅、办公楼驶、教学楼以及呆单层工业厂房况；钢结构多用派于建造超高层副建筑以及有重酒型吊车，跨度麦大于斗36m车或有特殊要求庄的厂房。其余莲情况可用钢筋旋混凝土结构。肺本工程用钢筋焰混凝土结构即菊可。档1.2蹲结构布置及计材算简图设计资料矿建设地点：济蹄南市西北部治，显n=5葡0其；禽基本风压猜：衣0.4休5料；基本雪压慢：控0.3报地面粗糙类别玉：从B行类悔地质条件：地亡基承载力的标姐准值签为拌200龙，不考虑地下仰水的作用冷该地区的抗震蹲设防烈度箭为企6信度，建筑安全登等级层Ⅱ暂级效柱网的平面布辈置如磁图变1.凉1敢，框架计算单时元如激图议1.2亲图慕1-泄1让要结构平面柱网暗布置图伍图愚1-闯2械钩框架结构计算宫单元滨1.3戚初步估计梁柱冤的截面尺寸煎框架结构沿纵梁横两个方向布绞置框架梁，纵幕向框架梁的跨端度为职6m懒，横向框架梁照的跨度为脂5.1m齿和肠2.1m阶，则板的跨度倚为描5100mm启、剑2100mm缩，可以按双向散板及单向板设头计。为了满足荣刚度，双向板初的厚度不应小园于跨度搜的装1/5鞭0事，所以按跨高间比条件要求板挠厚托h考5100葱/畏50么=忍102mm葱跪，取板帐厚嫌h=潜110mm久。横向框架梁据的高度：应满闷足呆h=湖=5100届/15快~5100舞/10=窗340~候510溪mm伪,掏取揪h=污500mm竿，截面宽度娘取息b=筝250mm堪。株纵向框架梁：柔取交h=敬500mm仇，截面宽度取障为评b=负250mm宇。真次梁截面梁：僻论嫁取李h=赢400mm露，予b=监200mm层。纪楼盖结构平面筋布置见萌图冬1-3泪图致1-栏3男秋楼盖结构平面姓布置图专1.伴4厌荷载统计恒荷载楼面（17）滤110mm少厚现浇钢筋混老凝土楼孕板象粱龄稍应0让.11×25软=2.75添刷素水泥浆一棋道情鼠胸快陪会20mm冲厚僵1停：洪2退水泥砂浆找平虾层付咐俭喊似0.傅025×20塑=0.5涨3衡厚轻T91叉0劝地砖胶结剂粘拆贴彩色釉面地匆瓷砖，水泥浆暴填锦缝涝19.8牛0×0.03茅=0.059铃险合墓计挥两袜筝圈岸感成浇3.2榜1屋面(28)帐110mm画厚现浇钢筋混减凝土屋面鹊板任店阵贤备0.偏11×25=裳2.75催1豪：狠8吊水泥膨胀珍珠川岩找众坡教2卧%垒最薄拾处谣4循0袭厚喊渡详(教0.04+0最.163)×与7=0.71磨1堡10左0腊厚憎水水泥膨唱胀珍珠岩块保裹温层（密度的）少条0.冬1×2.5=交0.25太30谅厚乌1仰：胃3堪水泥砂浆毫4@20伐0酒双向配筋卷，旷6再×酷6畅分催格毁论缝关宽遗10看油膏嵌缝驱绪减罪石荣喝垄亡0.03×肢20=0.6束3剃厚（一层）高余聚物改性沥青卫防水卷材防水白层筛（践SB标S制，伸AP反P下）颂器耳0.05等满涂胶粘剂一着层念茫黑用控量晶0.3-0.仁4%罪扯柔脉知乡0.04址3睡厚（一层）高桌聚物改性沥青喊防水卷材防水折层停（猜SB洞S验，饮AP逮P腊）乓航千0.05翁2跳0套厚她1谱：刘3另水泥砂浆抹平敌压光丛1×观1m壳分怨格六抢肠旦0.耀02×20=评0.4事合裂计疲钩垒告狠那端兴暂旅4.85内墙（8）当8猜厚影1炒：段3颈水泥砂浆打底亲扫光皮侄锋狗真0企.008×2忘0×2=0.衬32班8宴厚已1捞：幅1鸣：支6叮水泥石灰膏砂题浆扫光兆枣朽总0破.008×1俗4×2=0.字224惑7启厚筹1礼：维0.3均：变3屋水泥石灰膏砂监浆压实抹光遭其绢想0.007×经14×2=0暗.196怒2生40其厚加气混凝土串砌块蠢宴尼煌巴末物0.24殃×7.5=1辩.8删合傲计凤瓜额臭那蒙犯锁万屯2.54外墙(34)琴6调厚哨1醋：妇3析水泥砂浆打底命扫坚光硬古劝荷墙页0.006×化20×2=0滩.24辉1娃2怪厚鼠1焦：陶0.萝2男：诸2怕水泥石灰膏砂服浆结合庭层仇粪露姓0.012榆×14×2=握0.336导3幕厚迷T92体0曲瓷砖胶粘剂贿贴谊6-1涛2青厚面迟砖伸汤诞寇邀塘传0.5竿24屈0发厚加气混凝土彼砌答块榨便深差蒸拴傲0.2徐4×7.5=苏1.8零合脱计炮断旱拴开硬筑挣延烤2.87蜡6活荷载查荷载规范：筋办公室楼面活伪荷载标准燥值庭1.5锐（包括卫生间偶）克走廊、门厅活范荷载标准识值轮2.0望，楼梯活荷载辈标准涨值射3.5汗屋面活荷载标锡准侄值盾1.5利（上人屋面）风荷载迁风压标准值计腿算公式为幅因结构高迟度坝H=15.8然<3净0基，可取风振系犬数浪，对于矩形平有面风荷载体型暮系数平=1.受3厦，负可查荷载规范可，犁（策n=5蹈0靠，济南市郊区情）。带将风荷载换算冲成作用于框架浊每层节节点上编的集中荷载，薪计算过程如下甜表所示。表愤中码Z献为框架节点至雷室外地面的高察度趁，柔A品为一榀框架各屿节点的受风面筐积。计算结果墙如下西：寒稻层次轻(m)锤(纯)唯A(锡)奖(块kN)佣4画1.0毯1.3炼115.3违1.147堤0.45熟16.2绘10.87繁3假1.0芦1.3识11.7慕1.048忧0.45挪21.6篮13.24赏2值1.0旗1.3众8.1皮1.0悦0.45泄21.6去12.64腰1兄1.0颈1.3箱4.5丙1.0超0.45跟24.3膏14.22泊风载下的结构输计算简图见某图淹1-4退图宁1-4捞羽风荷载作用下绣的结构计算简伙图经（朗）雪荷载捏雪荷载址为将0.3隙，准永久分区=2\*ROMAN油II饺，雪荷载不与李活荷载同时组朗合，取其中的多最不利组合，欠本工程雪荷载值较小，荷载组规合时直接取活仗荷载组合，而毁不考虑与雪荷扇载的组合。地震作用吨本工程抗震设盒防烈度燕为尚6柔度（搭0.05g烧），设计地震碰分组为第二组富，在计算中不心考虑地震作用熊，仅从构造上诊进行考虑。异2坦框游防架昆赔计蹈欣算动该框架柱网平饼面布置规则，景故只需选择中港间位置的一榀撞框架进行设计纺计算，对边框抬架及其他位置既框架，除荷载匠计算略有差别勉外，均可仿此仁进行。所选框匙架为对称结构神，故只取一半陡结构进行计算加即可。框架梁飞的跨度等于柱孙截面形心轴线及间的距离，底戒层柱高从基础优顶面算至二层组楼顶面，验为践铸5000mm廉，其余各层柱轰从本层楼面算商至上层楼面，拨为滥3600mm溜，拟定框架梁歼截面尺寸为猜250mm吓×鹿500mm碰，框架柱截面楼尺寸为革400mm酱×无400mm仆，混凝土采严用赤C2饶5明，蛛具，剂=11.9婆，柳=1.27欠线刚度计算：久其中在求梁截臣面惯性矩时考诉虑到现浇板的话作用，取桌（削为不考虑楼板扶翼缘作用的梁扔截面惯性矩）丸A温B节、逼C滋D骄跨壤梁歪挡B守C表跨惕梁细梯肯底层搭柱猫基闸上部各层承柱蠢蕉结构计算简图罗如垒图闲3-口1双示：单位：觉图缴2-1得葡结构计算简图学（图中数字为望线刚度）呈2.1俩荷载统计恒荷载计算绿.尿1横屋面框架梁线反荷载标准值：涂框架横梁碌重椒堤罩铸款图夸精0.25×0蚂.5×25=何3.125畜梁抹好灰营散超崖酸监甩扣（刷0.5×况2×0.02亩+糠0.25×0育.0涛2样）西×17=0.播425哪谎合庭计剖僚牵趟断逗残辜诵屋面恒踢载决死110mm或厚现浇钢筋混开凝土屋面陵板计裙隙瞎摸0.联11×25=地2.75赛1养：颈8顷水泥膨胀珍珠显岩找米坡凉2狐%典最薄汤处四4邪0捞厚污犬嚷(浸0.04+0抓.163)×杰7=0.71贪1逗10典0絮厚憎水水泥膨释胀珍珠岩块保榴温层（密度旗）晴欠0.迈1×2.5=蜜0.25容30玩厚威1诚：漫3咸水泥砂浆堡4@20秩0词双向配筋脚，音6蹈×患6芝分骆格唤吵缝拾宽训10号油膏嵌缝假弦没里阳闸促蔽累0.03×秆20=0.6部3跌厚（一层）高否聚物改性沥青岸防水卷材防水替层心（且SB雁S司，渠AP糖P孩）违丧寿0.05河满涂胶粘剂一缓层撑迅罩用燥量州0.3-0.胞4%南迹塘翅势拨0.04峰3更厚（一层）高陷聚物改性沥青劲防水卷材防水寻层哗（彻SB炎S镇，疤AP持P近）弟富拣0.05你2跌0棕厚弱1坟：丢3爽水泥砂浆抹平脆压光红1×栽1m聋分弊格督隆辅能0.轰02×20=圆0.4坛容合必计巴锻教床蛛匆蚂扮绳爸4.85；念.晋2条楼面框架梁线棋荷载标准值：楼面恒载番110mm稀厚现浇钢筋混劝凝土楼做板至净浓们围0疫.11×25洞=2.75宏刷素水泥浆一父道底桶殊并铺孟20mm絮厚鹰1嫌：础2禁水泥砂浆找平趟层石居跪吹耳0.朋025×20哑=0.5糠3冈厚绵T91占0帜地砖胶结剂粘疏贴彩色釉面地肌瓷砖，水泥浆险填彻缝划19.8愤0×0.03损=0.059阅忘合估计寻蜓矩似役治残断锡3.2相1故框架横梁顷重杠底膝甘稀费浓破0.25×0女.5×25=腔3.125径梁抹航灰畅童凉齐庙纪访颜（傻0.5×抄2×0.02凯+驳0.25×0尼.0挣2暗）屡×17=0.组425以扎合糊计醋首蛮告朱猪臭鹊耽丸故作用在中间饲层框架梁上的烛线荷载为：；；；黄.反3牢屋面框架节点肃集中荷载标准激值猴屋面外纵梁传鹊来荷载蛋（功A意节点的集中力愁）圣纵梁自剩重桌喜摄援铁呈爷0.25×侍0.5×6×贞25=18.肢75便梁侧抹熔灰纺洲投阶贪等2扁×障（槐0.5-0.吵1怖1棵）灶×0.02×军6×17=1假.59跌90沉0衬高女儿墙自彩重植乔掠雹其睡0.9×6酬×0.24×暂19=24.授62冷抹醉灰数惩响主浅鼓盐0妖.9×2×0朵.02×17宗×6=3.6舰7滋连系梁传来屋初面自啦重樱负隆都值合垫计阁狸颂鸭拥备呆趣锋叫=91.3昆kN摩屋面内纵梁传暮来荷载支（懂B兴节点的集中力梁）挡B故C托跨框架梁自叉重港壁貌补勿愿0.2劈5×0.5×薪6×25=1羽8.75夜洒柱水梁侧抹吃灰雄肢洗柜带识2摄×哑（锁0.5-0.洒1刘1予）花×0.02×缺6×17=1恰.59矿连系梁传来屋拦面自赞重愤稠稼阻慌断呼合递计附伙抵律蜓拳陵犬脚.貌4厦楼面框架节点塌集中荷载标准蛛值齿楼面外纵梁传蜻来荷载：响纵梁自屿重弟疗喷渡夹璃哀0桥.25×0.疫5×6×25娘=18.75羊梁侧抹斩灰艰竟芳危亚赏2乌×羡（百0.5-0.盾1溉1竟）吧×0.02×搁6×17=1润.59稀铝合金门窗自派重式痛兽栋华测气2.1×恭2.1×0.墙45=1.9题8烈窗下墙体自孟重飘矛退速颤脾义0.24手×1×6×7把.0=10.丈08捎抹依灰拦秤钞累旨没泽饰2×1锯×0.02×层6×17=3瓜.67峡窗边墙体自土重扑蛛裙兽0法.24伍×付（捞6-4.2-分0.女4晓）念×亿（瓣3.6-1.喷5造）老×7=4.9括4什抹熊灰托谎膨愚所2拴×宰（滔6-4.2-饲0.抱4装）撑×恼（苦3.6-1.示5冷）极×0.02×趟17=20.瞧00矮连系梁传来楼针面自陆重武帐轧攀馆茂合遥计修校触拥袄据碰驶省楼面内纵墙集袖中荷载撒B从柱连系梁自碍重输木笼妹调浴0.2梦5×0.5×握6×25=1持8.75矮梁侧抹墓灰煮挨缓症稻饺2烫×卡（骑0.5-0.摩1燃1鉴）镰×0.02×挑6×17=1允.59剖框架柱自亏重统鹊恼跟兼晓0.斧4×0.4坟×哨（盼3.6-0.相5元）兼×25=14戴.4舅抹劣灰勤涨们锁认答舞（答0.4翅×燕4-3购×碧0.2颂4殊）按×3.6×低0.02×1晌7=1.08（三、四层：吵内纵墙自壤重墨醋蛙恒签坦6命×卸（裁3.6-0.裙5配）钩×0.24×天7=31.2抢5棵抹绢灰笨排坟贺最拉6河×验（悔3.6-0.零5方）冶×平2×0.02乱×3.6×1近7=12.6抱5现）逆连系梁传来楼轨面自番重峰陶奶倡怠合允计塘嘴尸乌叼今筐.躲5套框架柱自重范：联饭底兄层塘扇琴哥伪钓向敲0.倍4×0.4慰×5×25=漆20代抹微灰棒医皂费悬畜堡（懂0.4两×诱4-3台×拾0.2您4旁）夺×5×0.0迫2×17=争1.48异合建计间察镜枯垮添秒涛絮碍21.4就8沟标准铸层于辅佛援因秧在录0.教4×0.4掩×3.6×2戚5=14.4馒倦抹说灰霉钻贞糟冷滚阅（脸0.4抬×泳4-3体×塔0.2惹4避）肯×3.6×滔0.02×傅17=1.0咸8烟合团计晕订熊饮烦傅获督口梨15.48迟恒荷载作用下唇的结构计算简东图见唐图辩2-药2基：蝴图虏2-2沈弱恒荷载作用下线的结构计算简瓶图活荷载计算延.直1材屋面活荷载计葡算胡A哲B羊跨上的线荷荣载渗悄胶买B鲁C皇跨上的线荷林载济押播局A拼轴线上集中踏力业闭毯军B誉轴线上集中浩力也打软徒.度2偿楼面活荷载计化算放A缩B孤跨上的线荷椅载骡宜牛斗B弹C梦跨上的线荷叛载锣须异伞A虽轴线上集中点力钱当糊泰B税轴线上集中比力逼禽错驾活荷载作用下竟的结构计算简洞图见翻图陡2-甩3资：葡图化2-3垒酸活荷载作用下修的结构计算简桶图风荷载素风荷载作用下草的结构计算简键图见棍图碑2-3润2.2散内力计算控恒荷载作用下躺框架的内力计纲算珠恒荷载作用下根的内力计算采仓用分层法。因柔为该框架结构以荷载对称，变近形对称，中跨雄中点无转角和轮水平位移，可怨取其一半进行粉计算，计算步阿骤如下，除底陆层外其余各层禁柱线刚度均乘颠以截0.胶9坝修正，除底层渠外其余各层柱顷弯矩传递系数还为捐1/校3婶。抗结构计算简图侍如魔图朋2-透2菜所示。歌边跨梁上分布节荷载有矩形和烤三角形两部分沈组成，在求固冶端弯矩时，可霉根据固端弯矩电相等的原则，修先将三角形荷稻载转化伟等效泊均布荷载，等辉效均布荷载的泻计算公式见继图乱3-伟4秀：，抓图漏2-4两品等效均布荷载统的转化示意图顶层：员将三角形荷载兔转化为等效均螺布荷载锯结构内力可用乡弯矩分配法计旬算并可利用对疾称性取二分之法一结构计算。稼各杆的固端弯舱矩为屡弯矩分配法传液递弯矩：航顶层弯矩图如钱图傅2-润5泳示：周图汉2-5携意顶层弯矩图标准层：礼将三角形荷载闯转化为等效均究布荷载斯结构内力可用复弯矩分配法计慢算并可利用对绪称性取二分之饮一结构计算。缝各杆的固端弯乌矩为驻弯矩分配法传绸递弯矩：裁标准层弯矩图角如上图塔3-肝6才示：暖图业2-6股俱标准层弯矩图底层：挂将三角形荷载形转化为等效均考布荷载滴结构内力可用纷弯矩分配法计我算并可利用对翻称性取二分之置一结构计算。爸各杆的固端弯核矩为善弯矩分配法传滑递弯矩：李标准层弯矩图嗓如过图贞2-麦7梢示：六图捐2-7训类标准层弯矩图欠求跨中弯矩：肤根据求得的支沾座弯矩和各跨泼的实际荷载分戴布。顶层：袋图束2-8执肾顶层跨中弯矩晃计算简图诞标准层、底层纺：锦图愉2-9溪标准层跨中弯劝矩计算简图眠将各层求得的所弯矩图叠加，顶见皮图砌2-1步0撞：劣图酬2-10绑挽恒载作用下的多弯矩图约考虑梁段弯矩铁调幅，乘以系眨数支0.8声5去，调幅后的弯尾矩图见劈图楚2-1肺1韵：矛图吊2-11厚核调幅后恒载作崇用下的弯矩图泛根据弯矩图得躁出剪力图和轴究力图，见呈图曲2-1饮2亭：唤图减2-12柿恒载下的瓶剪力图和轴力沙图章将梁端节点弯选矩换算至梁端剩柱边弯矩值，杜以备内力组合筑时用。瑞梁端柱边的剪芦力和弯矩按下违式计算：刑节点卖：塘节点左侧：节点右侧：筐节点难：鹰节点左侧：节点右侧：冈节点丧：泻节点左侧：节点右侧：幕节点炸：窑节点左侧：节点右侧：肆有以上数据得息出梁端柱边弯怖矩图，如尾图悦2-1哈3极示：拉图挽2-13处梁端柱边弯矩煌图臭活荷载作用下松框架的内力计遍算损活荷载作用下若的内力计算采季用分层法。因盟为该框架结构裹荷载对称，变解形对称，中跨呜中点无转角和聪水平位移，可速取其一半进行骂计算，计算步蚕骤如下，除底年层外其余各层伟柱线刚度均乘名以伶0.词9杨修正，除底层依外其余各层柱镜弯矩传递系数梨为跑1/旱3扯。寇结构计算简图英如固图加2-且3勉示炭边跨梁上分布坊荷载为三角形熔，在求固端弯舱矩时，可根据年固端弯矩相等葡的原则，先将拆三角形荷载转宫化伟等效均布兆荷载，等效均紧布荷载的计算为公式见下涨图床2-1女4冷：，驳图季2-14心伸等效均布荷载早的转化示意图驻将三角形荷载拦转化为等效均岂布荷载顶层：标准层：怀等效后的结构谁计算简图见愁图吼2-1砍5截：神图慎2-15也等效后活荷载槐下的结构计算浆简图贸结构内力可用贷弯矩分配法计嗓算并可利用对传称性取二分之激一结构计算。沾顶层：诞各杆的固端弯稠矩为串中间层及底层董：边各杆的固端弯膊矩为议弯矩分配法计经算过程如下：顶层：标准层：底层：犁活荷载作用下赌的各层的弯矩讽图分别如牧图格2-1影6晕、开2-1糟7户、御2-1贩8付所示：夺图榴2-16职岗顶层活荷载作泉用下的弯矩图绿图余2-17拨坚标准层活荷载兔作用下的弯矩盘图剂图混2-18腿钟底层活荷载作袄用下的弯矩图联求跨中弯矩：傍根据求得的支抄座弯矩和各跨百的实际荷载分坦布。顶层：锣图历2-19锅筝顶层梁在实际舞分布荷载下的恭跨中弯矩捉标准层、底层支跨中弯矩同顶撒层：旱图舌2-20酿众底层、标准层患梁在实际分布阻荷载下的跨中独弯矩处将各层求得的维弯矩图叠加，零见斤图前2-2竞1防：勤图协2-21侵狱活载作用下的认弯矩图让考虑梁段弯矩记调幅，乘以系盟数拨0.8蝇5漏，调幅弯矩值霜见磨图杨2-2役2垒：屠图敢2-22址挤调幅后活载作裕用下的弯矩图寺根据弯矩图得伟出剪力图和轴辱力图，见嘴图拢2-2溉3柿：蛮图焦2-23缝斯活载下的著剪力图和轴力选图生将梁端节点弯惧矩换算至梁端首柱边弯矩值，补以备内力组合隐时用。冻梁端柱边的剪努力和弯矩按下点式计算：杆节点悉：招节点左侧：物节点痛：壤节点左侧：掠节点济：付节点左侧：上节点浴：紧节点左侧：坐由以上计算结伍果得出活载下米的梁端柱边弯能矩图见党图卖2-24忧图淋2-24虫梁端柱边弯矩单图孕2侵.2.3宁风荷载作用下屯框架内力及侧坛移验算淡2典.2.3他.1获风荷载作用下筋的内力计算绿风荷载作用下膨的结构计算简叹图如出图厌2-2虽5荐示：冲图寸2-25踪牙风载下的结构殖计算简图哪各层框架承受筐的层间总剪力针为：，，，艇风荷载作用下原的内力计算采卖用候D延值法。蚀由规范查得见，即派。故可有规范任查得正。采用左风：底层柱：边柱A：，中柱B：，上层柱：边柱A：，中柱B：，回层数洪边稼柱帜A盒边训柱喊B蜻4凑3快2口1腾各柱柱端弯矩如计算：售层数族边本柱援A范中习柱谊B丘4身3联2为1梁端弯矩：；卷层数断边节端点唤A亿中节地点疲B下4卸3坟2强1楼风荷载下的内盈力图如静图连2-2烈6影、饭2-2帐7拉示：须图决2-26外艳左风下的弯矩残图日图沙2-27逼发左风下的剪力秘图和轴力图励2迅.2.3踏.2飞风荷载作用下证框架的侧移验敬算：叹因房屋高度小傻于紧40印，故仅考虑框趟架的总体剪切沉变形。由刚度捧折减系数恢便可计算出相皇对位移。洋各层柱实际总挂侧移刚度底层：其它层：侧移计算：译层数虫4陡10.87其39.31酷3次24.11掏39.31廉2广36.75持39.31鲁1消50.97控17.36漂由上述验算可波知，层间相对士位移满足要求弹。倍2.利3欧内力组合柱的内力组合波.园1计边柱的内力组梦合荡边柱的内力组表合见下表：词层数街截面转内力仗边柱熊恒载粘活载球左风载秧右风载伟内力组合句基本组合箭标准组合摘恒眠×临1.2+户活桌×昂1.4江恒稳×冒1.2+跨左厨风喉×脱1.4笋恒绿×佳1.2+沫右年风市×卧1.4宪恒惧×双1.2+0.弊9葛×循1.4拴×吵（活橡+耽左风圈恒主×启1.2+0.坝9圾×拍1.4颠×翅（勿活贞+材右风）窗恒悼×价1.35+0韵.7鲁×税1.4碑×夫活时恒载岛+根活载乳恒骂+变左风秧恒斩+泪右风旷恒勾+0.9袜×镰（活禽+烟左风）棒恒秆+0.9监×跪（活范+旅右风）友四层宅上北M容19.12群5.17贺-4.35叫4.35毒30.18俯16.85管29.03笋23.97创34.93坊30.87仿24.29坐14.77臂23.47惜19.85捕27.68巡N泰142.61嘴26.54狡-1.25蚕1.25盼208.28议169.38今172.88薯202.99倍206.14杀218.53选169.15刃141.36泰143.86所165.3以167.61怠下叼M似14.41减4.72恐-2.74阔2.74顶23.9截13.45鹰21.12盒19.78弄26.69释24.07拾19.13遥11.67雕17.15涂16.19桥21.12劲N狗158.09销26.54锐-1.25疯1.25徒226.86圆187.95墓1娃91.45核221.57耍224.72岔239.43朴184.63缝156.84乌159.34悲180.85伤183.10钱V问-9.3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