50m预应力混凝土T梁张拉侧弯控制

摘要

Taking the 50 m prestressed concrete T-beam as the research object,the paper analyzes the main factors which influence the T-beam tension horizontal curvature according to the investigation on the T-beam,and formulates respective controlling measures for the horizontal curvature,so as to solve the difficulties in the T-beam tension process and to ensure the smooth operation of the construction.%以50 m预应力混凝土T梁为研究对象,通过对T梁实际现状调查,分析了影响T梁张拉侧弯的主要因素,并制定出相应的侧弯控制措施,解决了T梁张拉过程中的难题,保证了施工的顺利进行。