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按行标规范法计算环基-《储罐基础工程手册》

作者:镇田机械 时间:2019-04-28 15:31
目前工程设计中不锈钢酒罐环基侧压力通常按朗肯(Rankine)主动土压力公式计算,这种状态土压力必须满足三个基本条件:(1)为使环基内侧回填土的抗剪强度得到多大限度的发挥,环基内侧填土需要有足够的位移。(2)环基内侧填土中孔隙水压力影 信息摘要:

DISIJIEANXINGBIAOGUIFANFAJISUANHUANJI

目前工程设计中不锈钢酒罐环基侧压力通常按朗肯(Rankine)主动土压力公式计算,这种状态土压力必须满足三个基本条件:

(1)WEISHIHUANJINEICEHUITIANTUDEKANGJIANQIANGDUDEDAOXIANDUDEFAHUI,HUANJINEICETIANTUXUYAOYOUZUGOUDEWEIYI。

(2)HUANJINEICETIANTUZHONGKONGXISHUIYALIYINGXIANGKEYIHULVEBUJI。

水果拉霸多人版 (3)ZHUDONGTUYAWEIGONGSHIZHONGYOUGUANTUDECANSHUYINGSHIMINGQUEDE。

GENJUWOMENZAIJIUCHANGJIGEBUXIUGANGJIUGUANGONGCHENGDESHICE,TUYALIJIEJINJINGZHITUYALI,BIYIWANGGONGCHENGSHEJIZHONGSUOCAIYONGDELANGKENZHUDONGTUYALIGONGSHIJISUANDEJIEGUODA50%ZUOYOU,YINCIGENJUHUANJISHOULITEDIANHETUYALISHICESHUJU,BINGJINGSHULITONGJIFENXI,JIANYIANXINGYEBIAOZHUNXIANXINGGUIFANFAJISUANHUANJI。

按行标规范法计算环基-《储罐基础工程手册》

()环墙宽度

DANGGUANBIWEIYUHUANQIANGDINGMIANSHI,HUANQIANGSHIJICHUDENGJIEMIANHUANQIANGDEKUANDUKEANXIASHIJISUAN(TU3-7)。

 

按行标规范法计算环基-《储罐基础工程手册》

(二)环墙上作用效应

HUANQIANGZUOYONGXIAOYINGYINGGENJUTIANLIAOJIDIJIQINGKUANGJINXINGJISUAN。

水果拉霸多人版 HUANQIANGKEJINZUOHUANXIANGLIJISUAN。

水果拉霸多人版 (1)DANGGUANBIWEIYUHUANQIANGDINGMIANSHI,HUANQIANGHUANXIANGLIKEANXIASHIJISUAN(TU3-7)。

按行标规范法计算环基-《储罐基础工程手册》按行标规范法计算环基-《储罐基础工程手册》

(2)DANGGUANBIWEIYUHUANQIANGNEICEDINGJULISHI(JIWAIHUANQIANGSHI),HUANQIANGHUANLALIKEANXIASHIJISUAN。

水果拉霸多人版 DANGb1<HSHI,ZAI45KUOSANJIAOYIXIABUFEN,KEANXIASHIJISUAN

按行标规范法计算环基-《储罐基础工程手册》

 

(三)环墙截面配筋

水果拉霸多人版 HUANQIANGDANWEIGAOHUANLALIGANGJINMIANJIKEANXIASHIJISUAN。

按行标规范法计算环基-《储罐基础工程手册》

SHIJIANZHENGMING,YONGSHANGSHUFANGFASHEJIHUANJI,JINGUANZAIJISUANZHONGMEIYOUKAOLVHUANJIYOUYUDIJIJUBUCHAYICHENJIANGYINQIHUANJIDEYINGLIJIZHONGYINGXIANG,DANSHIJISHANGHUANJIJUYOUXIANGDANGDADEDIKANGHEDIAOZHENGDIJIJUBUCHAYICHENJIANGDENENGLI。HUANJIZUOWEIZHENGTI,ZAIDIKANGNEIBICEXIANGTUYALIDENENGLISHIZHONGMEIYOUSANGSHI,ZHEISHUOMINGHUANJISHISHISHANGJUYOUHENDADEQIANGDUANQUANCHUBEI。WEISHENMEHUANJICHUXIANLEXUDUOKUANLIEFENGERBUFASHENGZHENGTIPOHUAINI?ZHEIHEHUANJIGOUJIANDEJIBENSHUXINGYOUGUAN。SHISHISHANG,HUANJIGOUJIANZUOWEIDANXINGDIJISHANGDEYUANHUANSHIZHONGJUYOUWUSHUDANXINGZHICHENGDEGAOCICHAOJINGDINGJIEGOU。WOMENKEJIANGHUANJILIANGTIAOXIANGLINDEKUANLIEFENGZHIJIANDEKUAITINACHULAIFENXI,HENXIANRAN,KUAITIDEDIBUZHICHENGZAIDIJITUSHANG,KUAITIDELIANGCEJINGUANYIYOUDINGSHULIANGDEGANGJINJIASHEYIBEILADUAN,DANZHIYAOBUSHIQUANBUGANGJINDOUBEILADUAN,NEIMEMEIYOULADUANDEGANGJINSHISHISHANGCHENGWEIKUAITIZAICEBIANDEXUDUOROUXINGLAGANZHICHENG,YINCIQIKUAITIRENGSHUDUOCICHAOJINGDINGTIXI,ZHIYAOSHENGXIADEGANGJINDEZONGCHENGZAINENGLIRENGDAYUHUANJIDEHUANLALI7,NEIMEKUAITIBUHUIPOHUAI,JISHIPOHUAI,DUICHAOJINGDINGJIEGOUYEYOUGECHONGFENJIYUJINGGAODESHIJIANJIEDUAN,ZAICIQIJIANKEJINXINGBUQIANGGONGZUO(JIANTU3-8)。

按行标规范法计算环基-《储罐基础工程手册》

水果拉霸多人版 DANGHUANJIBUFASHENGZHENGTIPOHUAI,HAIKECONGHUANJIDESHOULITEZHENGLAIFENXI。WOMENZAITU3-4DEWEIYIFENXIZHONG,YIJINGBIAOSHICHUHUANJIZAICHONGSHUIYUYAHEZAIZUOYONGXIA(ZHEISHIHUANJISUOSHOUBULIHEZAITIAOJIAN)HUANJICHANSHENGDESHUXIANGWEIYIS:YI10000m2GUANWEILI,DANGCHONGSHUIDAOZHONGGAODUSHI,QIHUANJIXIACHENLIANGSYIJINGDA80cmYISHANG。HUANJIZONGGAODUWEI1.8m,YUANLAILUCHUDIMIANDEGAODUWEI1.0m。JINGGUO80cmDEXIACHEN,ZHONGLUCHUDIMIANDEGAODUJINWEI70cm~90cmLE,LINGWAIWOMENCONGLIEFENGGUANCEZHONG,YEYIJINGZHICHULIEFENGHENSHAOYOUGUANCHUANZHENGGEHUANJIGAODUDE。

这样,顶面部位的钢筋始终不会被拉断,即使下面的钢筋大部分被拉断,相邻宽裂缝之间的环基块体实则成为顶部具有锚拉钢筋的钢筋混凝土短板桩,板内侧作用着储罐荷重产生的侧向土压力。板桩埋入土内深度为0.9m~1.1m,因此板桩外侧有着0.9m~1.lm的土压力发挥作用。

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