河南城建学院学报
河南城建學院學報
하남성건학원학보
JOURNAL OF PINGDINGSHAN INSTITUTE OF TECHNOLOGY
2015年
3期
25-29
,共5页
十字立交桥%荷载试验%承载能力
十字立交橋%荷載試驗%承載能力
십자입교교%하재시험%승재능력
overpass bridge%loading test%bearing capacity
黄石市李家坊立交桥交叉部分结构采用“十”字形连续箱梁,受力状态复杂。为了掌握主要受力构件承载能力,依据相关规范规程要求,对李家坊立交桥桥梁结构进行荷载试验。试验数据表明李家坊立交桥主桥承载能力满足设计要求,李家坊立交桥引桥承载能力不满足设计要求,需要采取相关措施。
黃石市李傢坊立交橋交扠部分結構採用“十”字形連續箱樑,受力狀態複雜。為瞭掌握主要受力構件承載能力,依據相關規範規程要求,對李傢坊立交橋橋樑結構進行荷載試驗。試驗數據錶明李傢坊立交橋主橋承載能力滿足設計要求,李傢坊立交橋引橋承載能力不滿足設計要求,需要採取相關措施。
황석시리가방입교교교차부분결구채용“십”자형련속상량,수력상태복잡。위료장악주요수력구건승재능력,의거상관규범규정요구,대리가방입교교교량결구진행하재시험。시험수거표명리가방입교교주교승재능력만족설계요구,리가방입교교인교승재능력불만족설계요구,수요채취상관조시。
Cross shaped box girders are used in building Lijiafang overpass in Huangshi City which has com -plex stress state .In order to grasp the main force component carrying capacity , in accordance with relevant procedures and required specifications , Experimental research of load test is made on Lijiafang overpass .Ex-perimental data suggest that the bearing capacity of the main bridge of Lijiafang overpass meets the design re -quirements , but the carrying capacity of its approach bridge does not meet the design requirements , foe which relevant measures need to be taken .