摘要
沈阳市富民桥主桥为双折线塔单索面预应力混凝土斜拉桥,主桥跨径布置为(89+242+89)m。主桥结构体系为4#墩处塔、墩、梁三者固结,5#墩处塔梁固结、墩梁分离。简要介绍5#墩上部结构1#、1′#块施工技术。
The main bridge of Shenyang Fumin Bridge is a prestressed concrete cable stayed one with double-broken lime tower, single cable plane and spans of 89 plus 242 and 89 meters. Its texture systems are consolidation between tower, pier and girder at pier No. 4 ; Consolidation between tower and girder, and separation of pier from girder at pier No. 5. The paper introduces briefly construction techniques for main girder＇ s blocks No. 1 and No. 1 ＇of pier No. 5.
出处
《辽宁交通科技》
2005年第7期59-61,共3页
Liaoning Communication Science and Technology
