沈阳市富民斜拉桥5#墩主梁1#、1′#块施工简介  

Briefing of Construction of Main Girder’s Structure Blocks No.1 and No.1’of Pier No.5 of Shenyang Fumin Cable Stayed Bridge

作　　者：关典[1] 刘闯[1] 解宝元[2] 

机构地区：[1]沈阳市基本建设工程预决算审核中心,沈阳110003 [2]新疆哈密公路总段,哈密839000

出　　处：《辽宁交通科技》2005年第7期59-61,共3页Liaoning Communication Science and Technology

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.

关 键 词：斜拉桥 塔梁固结 墩梁分离 临时固结 墩旁托架 预应力混凝土斜拉桥 施工技术 沈阳市 主梁 墩 

分 类 号：U448.35[建筑科学—桥梁与隧道工程] U455.4[交通运输工程—道路与铁道工程]