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青岛市同三线某桥25mT梁载荷试验及分析
引用本文:李建强,张树义.青岛市同三线某桥25mT梁载荷试验及分析[J].山西建筑,2009,35(3):324-325.
作者姓名:李建强  张树义
作者单位:辽宁科技大学资源与土木工程学院,辽宁鞍山,114053
摘    要:为保证既有桥梁青岛市同三线某预应力T梁桥能够继续正常使用,对其主要受力构件——主梁进行了载荷试验并对试验数据进行了分析,最终得出该桥现阶段能够满足行车要求的结论。

关 键 词:桥梁  载荷试验  T梁  预应力

Bearing test and analysis for the 25 meter T-beam which is in an existential bridge at Tong-San line in Qingdao
LI Jian-qiang,ZHANG Shu-yi.Bearing test and analysis for the 25 meter T-beam which is in an existential bridge at Tong-San line in Qingdao[J].Shanxi Architecture,2009,35(3):324-325.
Authors:LI Jian-qiang  ZHANG Shu-yi
Affiliation:LI Jian-qiang ZHANG Shu-yi
Abstract:In order to ensure that the existential prestressed T-beam bridge at Tong-San line in Qingdao could maintain service,this paper introduce the bearing test of the T-beam which is the main components of the bridge,and then analyze the test data,and final show that this bridge could meet the requirements of traffic at this stage.
Keywords:bridge  bearing test  T-beam  prestressed  
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