装配式预应力混凝土梁拱度控制的研究
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摘要
随着国民经济持续发展,国家加大对交通基础设施的投资,我国公路进入了高速公路建设阶段。由于预应力混凝土结构有其独特的优越性,所以在近几十年来得到了迅猛发展。但是混凝土徐变的不断发展带来过度的起拱,影响结构的正常使用,一直是困扰工程技术人员的重要问题。
     预应力混凝土梁施加应力后的起拱只是主梁起拱的一部分。起拱度因受混凝土徐变的影响随时问的增长而增大。实践证明,如果施工中对徐变影响不控制或控制不当,由徐变引起的起拱将占起拱总量的60~75%或更大。不仅如此,混凝土的收缩和徐变使构件缩短而引起预应力损失,对预应力混凝土结构十分不利。因此在预应力混凝土结构的设计和施工中,应尽量减少混凝土的收缩和徐变,保证工程质量。
     本文主要依托京沈高速公路国内段第八合同段六股河大桥30m跨径预应力混凝土工型梁预制安装施工开展研究,分析影响主梁拱度变化的主要因素,制定控制措施,进行试验观测研究,从而确定适宜的拱度控制方法,较好地控制了主梁的拱度。
With the continued development of national economy, the government has increased the investment of basic establishment and China's highway has entered the phase of expressway building. In virtue of the particular advantages, the prestressed concrete structure has developed rapidly for recent tens of years. But the excess the springing quantum of the PC beam due to continued evolution of concrete creep, which influenced the normal performance of structure, has been an important question puzzling the engineering technicians all the while.
    The springing quantum of the PC beams due to the beforehand stress is only part of that of girder. The time is longer, the measurement of the springing quantum of the PC beams due to concrete creep is bigger. The fact has proved that 60~70 percent or more the springing quantum of the PC beams of girder is caused by concrete creep if the influence of creep is out of control or controlled incorrectly. Further more, the prestress loss , which is caused by the shortened beam member due to concrete shrink and creep, is of disbenefit to prestress concrete structure. Hence, in order to guarantee the engineering quality, we must reduce the concrete shrink and creep furthest in constructing and design.
    Aiming at the right control method of girder the springing quantum of the PC beams, analyzing the major factors which influence the change of girder, establishing control measures, observing and researching through experiment, the thesis make some pilot studies in Liuguhe Bridge's beforehand producing, building up and constructing, which belongs to the eighth contract segment of the Beijing to Shenyang expressway.
引文
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