开心棋牌

开心棋牌400-111-0998

全国统一服务电话
中开幕墙设计公司是一家专业从事智慧异形建筑幕墙设计与施工一体化的建筑企业。集团起源于2004年,拥有建筑幕墙工程专业承包一级资质、建筑幕墙工程专项设计甲级资质、钢结构工程专业承包一级资质,各项配套资质齐备,拥有14年幕墙设计施工专项经验。公司主要经营业务为玻璃幕墙设计石材幕墙设计金属幕墙设计异形幕墙设计单元式幕墙设计陶土板幕墙设计铝板幕墙设计单曲面幕墙设计双曲面幕墙设计建筑幕墙设计为主,设计业务包括:幕墙设计效果图;设计方案及施工图纸绘制、会审、报批;技术交底,技术答疑及解决;竣工图纸的绘制及报批;技术文件的整理及归档等。服务内容:通过提供专业的幕墙设计来服务和协助业主、建筑师及业主成功的完成幕墙工程。服务内容贯穿于整个幕墙工程,包括从建筑初步设计阶段到幕墙施工阶段。提供高水准的幕墙设计方案及招标图、施工图设计、幕墙材料的对比及选择、相关方案的成本预算、幕墙造价的审查、施工工程中的技术跟踪指导等。主要为北京天津上海深圳广州全国各地提供建筑幕墙设计服务,欢迎大家咨询。您的IP地址是:103.48.22.242。今天是:2020年03月06日,星期五,农历庚子年(鼠),二月十三,现在是:13:58:45,外面的天气不错吧,出去放松一下~

异形建筑结构设计(下)

发布时间:2019-10-28 17:16:42浏览次数:10668文章出处:西安幕墙设计公司

  HUARUNSHENZHENWANZONGBUDALOUCAIYONGMIZHUWAIKUANGTONG+JINGXINGGANGJINHUNNINGTUHEXINTONGJIEGOUTIXI,YOUXIAOMANZULEGAICHAOGAOCENGJIEGOUDESHEJIYAOQIU。


开心棋牌   HUARUNSHENZHENWANZONGBUDALOUYIXINGJIANZHUJIEGOUJISUANZHUYAOCAIYONGETABSRUANJIAN,QIZHONGLIANG、PUTONGZHUCAIYONGGANDANYUAN,LOUBAN、QIANGTIJIJUZHUCAIYONGQIAODANYUAN。


  整体结构性能


  模态分析


  DI1,2JIEWEIJIEGOU45°FANGXIANGPINGDONGZHUZHENXING,DI3JIEWEINIUZHUANZHUZHENXING,DI15JIEWEISHUXIANGZHUZHENXING,DI1NIUZHUANZHOUQI/DI1PINGDONGZHOUQI=3.380/8.530=0.396<0.85,MANZUGUIFANDEYAOQIU。


异形建筑结构设计(下)


MOTAIXINXIBIAO


  刚重比


开心棋牌   YINZAILOUCENGGAODU331.5mZHI393mGAODUCHUCUNZAITAGUAN;FENBIEKAOLVYOUWUTAGUANDEZHENGTIJISUAN,WUTAGUANMOXINGZHILIANGJIRUHUNNINGTUDINGCENGLOUMIAN,GANGZHONGBIRUBIAO1SUOSHI。


异形建筑结构设计(下)


BIAO1GANGZHONGBI


  其中G=1.2恒载+1.4活载,为重力荷载设计值联想1号地开心棋牌,如上表1可见刚重大于1.4,小于2.7,因此结构整体第二十五届全国高层建筑结构学术会议论文2018年稳定性满足要求,但需考虑重力二阶效应影响。


  最大层间位移角


异形建筑结构设计(下)


BIAO2ZUIDACENGJIANWEIYIJIAO



开心棋牌   XIAOZHENFANYINGPUZUOYONGJIANZHONGBI


  JIANZHONGBI=BENCENGJIANLI/BENCENGJIBENCENGYISHANGZONGZHONGLIHEZAIDAIBIAOZHI,RUTU1SUOSHI。DIBULOUCENGJIANZHONGBI1.18%,SHAOSHULOUCENGDEJIANZHONGBILVEXIAOYU1.2%,MANZUGUIFANDEYAOQIU。


异形建筑结构设计(下)


TU1 JIANZHONGBI


  XIAOZHENFANYINGPUZUOYONGNEITONGWAIKUANGJIEGOUJIANLIFENPEI


开心棋牌   XIAOZHENFANYINGPUZUOYONGXIANEITONGWAIKUANGJIEGOULOUCENGJIANLIFENPEIRUTU2SUOSHI。5CENGYIXIAWAITONGWEIJIAOCHAWANGGEJIEGOU,YOUJIAODADEKANGCEGANGDU,CHENGDANJIANLIYUEZHANTONGCENGZONGJIANLIDE15%,ZHANJIDIZONGJIANLIYUE12%;5CENGYISHANGWAITONGCHENGDANJIANLIYUEZHANTONGCENGZONGJIANLIDE4%~20%,ZHANJIDIZONGJIANLI3%~7%。


异形建筑结构设计(下)

开心棋牌 a(X)FANGXIANGXIAOZHEN                                                                        b(Y)FANGXIANGXIAOZHEN


NEITONGWAIKUANGJIEGOUCENGJIANLIFENBUQUXIAN


  小震反应谱作用内筒外框结构倾覆弯矩分配


  XIAOZHENFANYINGPUZUOYONGXIANEITONGWAIKUANGJIEGOULOUCENGQINGFUWANJUFENPEIRUTU3SUOSHI。WAIKUANGJIEGOUCHENGDANDEQINGFUWANJUZHANZONGQINGFUWANJUDE15%。


异形建筑结构设计(下)


开心棋牌 NEITONGWAIKUANGJIEGOUCENGQINGFUWANJUFENBUQUXIAN


  抗震性能指标


开心棋牌   NEITONGDIBUZHOUYABI0.5,NEITONGZAIZHONGZHENZUOYONGDEBIAOZHUNZUHEXIAJINGAOQUJUBULOUCENGCHUXIANQUANJIEMIANSHOULADEQINGKUANG,DANSHILAYINGLIXIAOYUHUNNINGTUKANGLAQIANGDUBIAOZHUNZHI,KEYIMANZUYUDINGDESHEJIBIAOZHUN。GONGCHENGZHUYAOYOUFENGHEZAIZUHEHEZHONGZHENZUOYONGZUHEKONGZHI,WAIKUANGZHUZUIDAYINGLISHUIPING0.85fy,WAIKUANGLIANGZUIDAYINGLISHUIPING0.70fy;TAGUANWAICEJIAOCHAWANGGEZUIDAYINGLISHUIPING0.65fy,SHUIPINGHUANHENGJIAZUIDAYINGLISHUIPING0.55fy。


  DUIGONGCHENGJINXINGDONGLIDANSUXINGFENXIDEJIEGUOBIAOMING:


  WAIKUANGGANGZHUBAOCHIDANXING,WAIKUANGJIAGANGLIANGCHUYUDINGBUZHUIXINGWANGQIAOXIANGLIANBUWEIDEJUBUCHUXIANQINGWEIDESUXINGZHUANJIAOWAI,QITAJUNBAOCHIDANXING;


开心棋牌   DINGBUZHUIXINGWANGQIAOSHUXIANGGOUJIANJUNBAOCHIDANXING,BUFENGANGLIANGCHUXIANLESUXINGZHUANJIAO;


开心棋牌   HEXINTONGQIANGTIHUNNINGTUYAYINGBIANPUBIANBUGAO,JIBENBAOCHIZAIHUNNINGTUYINGLIYINGBIANQUXIANDEXIANXINGJIEDUAN,JIAQIANGQUJIXIEQIANGWEIZHIDEQIANGTIKAIDONGSUIYOUYINGLIJIZHONG,DANHUNNINGTUYAYINGBIANDOUBUDA,BUHUICHAOGUOHUNNINGTUDEFENGZHIYAYINGBIAN,DINGBUQIANGTIYOUYUYAOCHENGDANDINGBUWANGQIAOZAIDIZHENZUOYONGXIADESHUIPINGLI,QIEQIANGTICUNZAISHOUJINDEQINGKUANG。


开心棋牌   YINCIZAIJUBUYULOUBANXIANGLIANWEIZHICHUXIANHUNNINGTUCHAOGUOJIXIANYINGBIANDEQINGKUANG,SHEJIZHONGJINXINGJUBUJIAQIANG,TONGSHIDUICHUANDIJIANLIDELOUBANYUYIJIAQIANG;LIANLIANGZAIHANYUDIZHENZUOYONGXIACHONGFENJINRUSUXING,QIDAOHAONENGJIANZHENDEZUOYONG,TONGSHINENGGOUMANZUHAONENGGOUJIANZHONGDUPOHUAI,BUFENYANZHONGPOHUAIDEXINGNENGMUBIAO。


  结构专项分析


  高位斜墙收进区受力分析


开心棋牌   HEXINTONGZAIGAOQUL48-L50CENGCAIYONGXIEQIANGSHOUJIN,ZHENDUIGAIBUWEIDESHOULIHECHUANLIJINXINGLEXIANGXIFENXI,YIQUEBAOJIEGOUSHEJIDEKEKAOXING。ZAISHUXIANGHEZAIBIAOZHUNZHIDEZUOYONGXIAHEXINTONGQIANGTISUOSHOUDESHUIPINGLAYINGLIZUIDAZHIWEI1MPa,SHUXIANGYAYINGLIWEI1.5MPa,XIAOYUHUN<2.64MpaHUNNINGTUKAILIEYINGLI,QIANGTISHUIPINGXIANGBUHUIKAILIE。


开心棋牌   ZHONGZHENHEZAIZUOYONGBIAOZHUNZHIXIA,CHULEQIANGTIYULIANLIANGXIANGJIAOCHUYOUSHUIPINGJIZHONGLAYINGLIYUEWEI5Mpa,RUTU4SUOSHI,QIYUDABUFENYUEWEI1.5Mpa<2.64MpaHUNNINGTUKAILIEYINGLI,SHIJISHEJISHILIANLIANGNEISHEZHIGANGBANBINGSHENRUQIANGZHIYIDINGSHENDUYONGYIDIKANGLAYINGLI;QIANGTIZAIZHONGZHENZUOYONGXIA,SHUXIANGLAYINGLIYUEWEI3Mpa,JUBUZUIDAZHIYUEWEI5Mpa,DANDIEJIASHUXIANGHEZAIBIAOZHUNZHIHOU,SHUXIANGJIBENWULAYINGLI。


  ZAIZHONGZHENDANXINGZUHEGONGKUANGZUOYONGXIA,YOUYUQIANGTIBENSHENZAISHUXIANGLIJIZHONGZHENDEYINGLISHUIPINGBINGBUGAO,ZUIDASHEJIYAYINGLIYUEWEI13~16Mpa,XIAOYUHUNNINGTUSHOUYACHENGZAILI,ZUIDASHEJILAYINGLI1~2Mpa,XIAOYUGANGJINHUNNINGTUDEDENGXIAOSHOULACHENGZAILI,YINCIKEYIMANZUZHONGZHENDANXINGDECHENGZAILIXINGNENGMUBIAO。


异形建筑结构设计(下)


TU4 QIANGTISHUIPINGYINGLIYUNTU(ZHONGZHENZUOYONGBIAOZHUNZHI)


开心棋牌   ZAISHUXIANGHEZAIBIAOZHUNZHIDEZUOYONGXIALOUMIANLIANGBANDECHUANLILUJINGRUTU5SUOSHI,HEXINTONGNEIHUNNINGTULIANGZUIDALALIWEI335kN(YUE1.4Mpa)SHAOYUHUNNINGTUKAILIEYINGLI,SHUIPINGLOUMIANGANGLIANGZUIDAYINGLIZHIYUEWEI6MpaYUANSHAOYUGANGCAISHEJIYINGLI。


  L50CENGHEXINTONGWAILOUBANZAIYUHEXINTONGJIAOJIECHULAYINGLIZUIDA,YUEWEI1Mpa,QIYUQUYULAYINGLIHENXIAO,HEXINTONGNEILOUBANDEYAYINGLIYUEWEI1.5Mpa;L48CENGHEXINTONGWAILOUBANDEYAYINGLIYUEWEI0.5Mpa,HEXINTONGNEILOUBANDELAYINGLIYUEWEI1.8Mpa,JUNKEMANZUSHEJIYAOQIU。


异形建筑结构设计(下)


TU22L48-L50CENGXIEQIANGSHOUJINQUYUCHUANLITU(1.0HENGZAI+1.0HUOZAI)


  典型外框偏心节点分析


开心棋牌   YOUYUJIANZHUYAOQIUSHINEIZUODAOWUZHUDEXIAOGUO,JIEGOUWAIKUANGLIANGZHUJIEDIANCAIYONGQUANPIANXINDEJIEDIANLIANJIEXINGSHI,JIWAIHUANLIANGYUWAIKUANGGANGZHULIANJIESHI,WAIHUANLIANGWEIYUGANGZHUDENEICE,DIANXINGJIEDIANGOUZAOFENJIETURUTU23SUOSHI。


异形建筑结构设计(下)


TU5 DIANXINGPIANXINJIEDIANGOUZAOFENJIETU


  GAIPIANXINJIEDIANYUCHANGGUIZHONGXINLIANGZHUJIEDIANXIANGBI,HUANLIANGPIANCHUWAIKUANGGANGZHUDEFANWEI,JIEDIANDELIANJIEGOUZAOXUYAOZHENDUICITESHUDEJIANZHUTIAOJIANJINXINGSHEJI。


  XUYAOKAOLVDEZHUYAOWENTIYOU:1)PIANXINJIEDIANKENENGDAOZHIJIEDIANQUYINGLIFENBUBUJUNYUN,JIEDIANGOUZAOSHEJIYINGQUEBAOGEBANJIANZHIJIANDELIANXUXING,RUTU5SUOSHI,GANGZHUSHENCHUNIUTUIBINGSHIYONGZHEXINGSHUIPINGJIAJINGBANJUBUJIADAJIEDIAN,YIBAOZHENGGOUJIANDEKEKAOLIANJIE,YOUXIANYUANFENXIBIAOMINGRUTU6SUOSHI,DAZHENBUQUFUDEGONGKUANGZUOYONGXIAJIEDIANQUYINGLIFENBUXIANGDUIJUNYUN,YINGLIJIZHONGQUYUJIAOXIAO,KEYIMANZUDENGQIANGJIEDIANDESHEJIYAOQIU;



异形建筑结构设计(下)

开心棋牌 TU6 DIANXINGJIEDIANDAZHENBUQUFUGONGKUANGXIAYINGLIYUNTU


开心棋牌   2)YOUYULIANGPIANXINBUZHI,LIANGDUIZHUDEYUESHUTIAOJIANYUCHANGGUIZHONGXINLIANGZHUJIEDIANYOUSUOBUTONG,XUYAODUICIPIANXINJIEDIANDUIZHUDEWENDINGXINGJINXINGFENXI[3],CAIYONGQIAODANYUANMONIGOUJIANJILOUBAN,DIYIQUQUMOTAITUSUOTU7SUOSHI,PIANXINJIEDIANDELIANJIEGOUZAOBUHUIYINQIZHUDEBANJIANJUBUSHIWEN,QUQUXINGTAIRENGWEIZHENGZHUDEDESHIWEN;


异形建筑结构设计(下)


开心棋牌 TU7 JUBUQUANQIAOMOXINGDIYIQUQUMOTAI


开心棋牌   3)YOUYUTALOUQUANLOUJIEDIANJUNCAIYONGCIPIANXINJIEDIAN,ERPIANXINJIEDIANYUCHANGGUIZHONGXINJIEDIANXIANGBI,JIEDIANGANGDUYOUSUOXUERUO,GUZAITALOUDEZHENGTIFENXISHI,XUYAOKAOLVJIEDIANGANGDUDUITALOUZHENGTIZHIBIAODEYINGXIANG,YICIDIAOZHENGJIEDIAN6GEZIYOUDUDEGANGDU,FENXIBIAOMING,CHULERAOLIANGZHUPINGMIANNEIDEZHUANDONGZIYOUDUWAI,JIEDIANDEQIYU5GEZIYOUDUYUWANQUANGANGJIEJIEDIANXIANGBI,DUIZHENGTIZHIBIAO(ZHOUQI、WEIYI)ZHEJIANYUEZAI2%YINEI,KEHULVEZHEI5GEZIYOUDUDEYINGXIANG,SHEJIZHONGDUIZHENGTIZHIBIAOJISUANKAOLVLIANGZHUPINGMIANNEIZHUANDONGZIYOUDUGANGDUTUIHUA,DUIGOUJIANYANSUANZHONGZEKAOLVJIEDIANWANQUANGANGJIEYIXISHOUGENGDADESHUIPINGLI。


  外环梁的轴力


  TALOUTIXINGWEIQUXIAN,JIEGOUFENXIBIAOMING,WAIHUANLIANGZAISHUXIANGLIBIAOZHUNZUOYONGXIADEZUIDAZHOULALIFASHENGZAIDINGBUHEDIBUDEZHEXINGWAIHUANLIANGSHANG,QIZHONGDINGBUZHOULIJIEJIN300kN,DIBUZHOULIZUIDAZHOULALIJIEJIN500kN,ZHONGBUWAIHUANLIANGSHOULALOUCENGDEHUANLIANGLALIJIAOXIAO,WAIHUANLIANGSHEJISHIXUYAOKAOLVZHOULICHANSHENGDEYINGLIBI。


  减振阻尼器研究


  本项目采用伸臂阻尼器系统(粘滞阻尼器的一种),这种阻尼器体积小,出力较大,占用空间少无限塔,为了安装油阻尼器,在47-48层特别设置了8道伸臂,阻尼器布置在伸臂桁架与框架柱的连接节点处,利用柱和伸臂端部相互错动时产生的竖向变形差使阻尼器具备足够的行程,从而提供阻尼力,如图8、9所示。


异形建筑结构设计(下)


TU8 SHENBEIZUNIQIPINGMIANBUZHISHIYI                                                 TU9 SHENBEIZUNIQILIMIANSHIYITU         


开心棋牌   BENGONGCHENGDUIGANGBEIZUNIQIBUZHIDELOUCENGSHULIANGJINXINGLEFENXI,ZAIYOUKENENGSHEZHISHENBEIZUNIQIDELOUCENG(JIDIAN/BINANCENG)62、47~48HE23~24CENGSANCHUJINXINGBUTONGDEZUHEBUZHI。RUBIAO7SUOSHI,ZAIZHIBUZHIYIDAOSHENBEIZUNIQIDEQINGKUANGXIA,BUZHIZAI47~48CENGXIAOGUOZUIYOU,JIASUDUFENGZHIKEKONGZHIZAI15milli-g;RUGUOSHEZHILIANGDAOYISHANGDESHENBEI,XIAOGUOBUHUISUISHENBEIDEZENGJIAERCHENGBILIZENGJIA,JIASUDUFENGZHIJINBIYIDAOSHENBEIZUNIQILVEWEIJIANSHAO,YINCICAIYONGCAIYONGYIDAOSHENBEIZUNIQIFANGAN。



异形建筑结构设计(下)


BIAO7FENGHEZAIZUOYONGXIASHENBEIZUNIQIDEJIANZHENXIAOGUO



  HUARUNSHENZHENWANZHONGXINCONGFANGANDAOSHIGONGTUSHEJI,LISHILIANGNIANDUO,JINGGUOCHAOXIANSHENCHAWEIYUANHUIDUOCILUNZHENG,HEGUWENDANWEI、JIANZHUZHUANYEDEDUOCIGOUTONGTAOLUN,ZAIJIEGOUTIXI、SHEJIBIAOZHUN、KANGZHENXINGNENGMUBIAO、JIEDIANXINGSHIHEHEXINTONGSHOUJINDENGGEFANGMIANBUDUANGAIJINYUWANSHAN,ZUIZHONGWANCHENGSHEJI,BINGYU2017NIANDIZHUTIJUNGONGTONGGUO。


  GONGCHENGSHEJIYANJIUZHUYAOCHENGGUORUXIA:


开心棋牌   (1)TONGGUOXIEJIAOWANGGEZAIGAOQUHEDIQUJIAQIANGXINGCHENGMIZHUWAITONG,SHIKEKAODEERDAOFANGXIAN,YUJINGXINGJINHUNNINGTUHEXINTONGGONGTONGGONGZUOXINGCHENGTONGZHONGTONGDEJIEGOUTIXI,SHIYOUXIAODEDUOZHONGKANGCELIJIEGOU


开心棋牌   (2)HEXINTONGZAIGAOQUCAIYONGXINYINGDEXIEQIANGSHOUJINFANGAN,JIMANZULEJIANZHUDESHIYONGGONGNENG,YEBAOZHENGLEJIEGOUCHUANLIDEANQUANYOUXIAOXING,BIMIANLEGANGDUDETUBIAN。


  (3)TONGGUOJIEDIANHEZHENGTIYOUXIANYUANJINGXIFENXITICHULEXINXINGWAIKUANGBIANXINJIEDIAN,MOQINGLEPIANXINJIEDIANSHOULIXINGNENGHEDUIZHENGTIJIEGOUDEYINGXIANG,SHIXIANLEJIANZHUDEWUZHUKONGJIANYAOQIU。


开心棋牌   (4)FENXILEQUXIANXINGTIXINGDAOZHIHUANLIANGCHANSHENGDEZHOULI,BINGZAIHUANLIANGSHEJIKAOLVZHOULICHANSHENGDEYINGLI。


开心棋牌   (5)BIJIAOFENXILESHENBEIZUNIQISHULIANGDUISHUSHIDUDEYINGXIANG,ZUIZHONGGENJUTALOUDESHIJIQINGKUANGXUANYONGJINGJIYOUXIAODEYIDAOSHENBEIZUNIQIXINGSHI。


  (6)此外通过不同材料阻尼比的影响、楼板局部有限元分析、楼板刚度退化影响分析、交叉柱节点有限元分析、抗连续倒塌分析、屈曲稳定分析、凝土长期收缩徐变和结构抗震动力弹塑性分析等计算分析幕墙设计开标开心棋牌,有力地保证了工程的安全性、合理性。


  • 文章来源:西安幕墙设计公司
  • 文章标题:异形建筑结构设计(下)
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