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储罐地基变形沉降计算

作者:镇田机械 时间:2019-05-08 01:38
储罐地基变形沉降计算 1.储罐地基变形规律与特点 钢储罐按结构特点可分为四种,即圆锥顶式、圆拱顶式(其容量多大已经达60000m2)、浮顶式(占大多数)和内浮顶式。其特点是荷载大,面积 信息摘要:

储罐地基变形沉降计算

水果拉霸多人版 1.CHUGUANDIJIBIANXINGGUILVYUTEDIAN

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储罐地基变形沉降计算

(1)CHUGUANDIJIPOHUAILEIXINGYOUSANZHONG,JIZHENGTISHIWEN、JUBUSHIWENHECHONGQIEPOHUAI。LIRU,NUOWEI1952NIANXINJIAN5000m2CHUGUAN,YIJING25m,ZAIJINSHUILISHI35XIAOSHIHOU,JIKAISHIQINGXIE,BUJUNYUNCHENJIANGDA50cm;GUANWAIDIMIANLONGQIDA400mm,POHUAISHIJINGHEZAIWEI112kPa,ZHUYAOYOUYUZAIYINGZHANDIJIZHONGYOUCENGBUPAISHUIKANGJIANQIANGDUXIAOYU20kPaDERUANZHANTUSUOZHI。

水果拉霸多人版 (2)CHUGUANDIJICHENJIANGANFASHENGDECIXUKEYIFENWEISANGEZHUYAOBUFEN,JICHUSHICHENJIANG、GUJIECHENJIANG(ZHUGUJIE)HECIYASUO(CIGUJIE)CHENJIANG。ZHONGCHENJIANGCAIYONGXIASHIGUSUANS。=S1+S+S,(4-26)SHIZHONGS.——YINCEXIANGBIANXINGYINQIDECHENJIANGFENLIANG;S.-—YINGUJIEBIANXINGYINQIDECHENJIANGFENLIANG,JIANFENCENGZONGHEFAJISUANDECHUGUANDIJIZHONGCHENJIANGLIANG;S,——YINCIGUJIEYINQIDECHENJIANGFENLIANG。

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水果拉霸多人版 SHIZHONGg,——KAOLVDIJICEXIANGBIANXINGJIQIYINGXIANGYINSUDEJINGYANXISHU;Sa、SaHES.KEYOUSHICEDES~:QUXIANTUISUAN;9。ZHIKECONGTUISUANDES。ZHIHELILUNJISUANDE5。ZHILAIQUEDING。

水果拉霸多人版 2.CHUGUANDIJIBIANXINGYUNXUZHIKONGZHIBIAOZHUN

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水果拉霸多人版 (0.5%)YINEIBUHUIZAOCHENGSHIGU。CONGSHICECHENJIANGSHUJUFENXI,BINGCANKAOYOUGUANGUOWAIWENXIANZILIAO,CHUGUANQINGXIEXIAOYU6×10-3QINGKUANGLIANGHAO,(6~9)×10-3ZHESHUYUBAN,DAYU10×10-3ZHEJIAOCHA。ZONGSHANGSUOSHU,JIANYICHUGUANDIMOUBIANXINGYUNXUZHIANBIAO4-2XUANYONG14.31:

储罐地基变形沉降计算

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储罐地基变形沉降计算

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水果拉霸多人版 MUQIANGONGCHENGSHANGWEILEBICHUGUANDIBANYINBIANXINGDADAERFASHENGQUFUDUANLIE,TONGCHANGYIGUANZHONGXINCHENJIANGSpYUGUANZHOUBIANCHENJIANGSDONGZHICHAHEGUANBANJINGDEBIZHILAIQUEDINGCHUGUANDIBANRONGXUBIANXINGZHI。KEANXIASHIGUSUAN

储罐地基变形沉降计算

水果拉霸多人版 ZHEISHIZHONGJIANHUAFANGFA,GENJUGONGCHENGSHICEFANSUANJIAOWEIFUHESHIJI。

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3.DIJIYASUOCENGJISUANSHENDUDEQUEDING

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储罐地基变形沉降计算

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水果拉霸多人版 ①TAGUODADEKAOLVLEHEZAIDUIJISUANYASUOCENGSHENDUDEYINGXIANG,ERCHUGUANGONGCHENGSHICEJIEGUOBIAOMINGHEZAIDUIQIYINGXIANGJIAOXIAO。

储罐地基变形沉降计算

RUTU4-12SUOSHI,ZHEISHISHANGHAIGAOQIAOMOU50000m2CHUGUAN,JIDIWAIJING60.568m,KEMINGXIANKANCHU,JIDIYALIZAIDIJIYUNXUCHENGZAILI(f<100kPa)DEFANWEINEIGETUCENGBIANXINGLVJIBENWEN,JISHIJIDIYALIDAYUDIJIYUNXUCHENGZAILIDE1~2BEI,QIBIANXINGLVDEZENGLIANGYESHENWEI。

水果拉霸多人版 ②ANDIJIFUJIAYALIYUTUDEZIZHONGYALIDEBILIGUANXILAIQUEDINGYASUOCENGSHENDU,MEIYOUKAOLVTUCENGDEGOUZAOJIQIYASUOXINGDEYINGXIANG。

水果拉霸多人版 CHUGUANGONGCHENGSHICEZILIAOBIAOMING0.64DYIXIADETUCENGZAIGEZHAIZAIXIASHENCENGBIAOCHENJIANGZHIXIAOYU4.9%。SHUOMINGDIJIYINGTUCENGQIDAOKUOSANYALIDEZUOYONG,ZHISHICICENGYIXIADEBIANXINGXIANZHUJIANXIAO。

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储罐地基变形沉降计算

水果拉霸多人版 XIANRAN,YINGYONGSHANGSHIJINXINGJISUANNENGGOUCHONGFENTIXIANGEFENCENGTUDEE。ZHIZAIZHENGGECHENJIANGJISUANZHONGDEZUOYONG,SHIZAICHENJIANGJISUANZHONGE,WANQUANDENGXIAOYUFENCENGDEE。

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水果拉霸多人版 4.DIJICHENJIANGJISUAN

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JISUANDIJIBIANXINGSHI,DIJINEIDEYINGLIFENBU,KECAIYONGGEXIANGTONGXINGJUNZHIDEZHIXIANBIANXINGTILILUN。QIZHONGCHENJIANGLIANGKEANXIASHIJISUANi:

储罐地基变形沉降计算

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