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基于梁底有限高要求的旧桥换索方案研究
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(柳州欧维姆机械股份有限公司,广西柳州 545006)

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U441

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Research on Cable Replacement Scheme for Old Bridges Based on Finite Height Requirements of Beam Bottom
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(Liuzhou OVM Machinery Co., Ltd.,Liuzhou 545006,china)

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    摘要:

    上世纪90年代前后建造的拱桥,由于建造时大多数拱桥吊杆都是在施工现场进行制作、安装,因而存在结构设计中预埋管尺寸过小,不同程度的防腐等问题,因此许多拱桥5-10年后需要更换吊杆。而某些特殊桥梁由于通航要求较高,需要对梁底进行限高,由于现有拉索的锚固套过长而不能满足要求。本文针对以上问题,通过对挤压拉索锚固段长度及挤压力进行优化设计,得出了将挤压式锚固套锚固长度优化至原长度的67%、膨胀锥度为4°时拉索能够满足锚固效率的要求。并经过试验论证了该方案的有效性及可行性

    Abstract:

    The arch bridges built around the 1990s, due to the fact that most of the suspension rods of the arch bridges were manufactured and installed on the construction site during construction, have problems such as small embedded pipe sizes and varying degrees of anti-corrosion in structural design. Therefore, many arch bridges need to replace the suspension rods after 5-10 years. However, due to high navigation requirements, some special bridges need to limit the height of the beam bottom, and the existing anchor sleeves of the cables are too long to meet the requirements. This article focuses on the above issues and optimizes the length and extrusion force of the anchorage section of the extruded cable. It is concluded that the cable can meet the requirements of anchorage efficiency when the anchorage length of the extruded anchor sleeve is optimized to 67% of the original length and the expansion taper is 4 °. And the effectiveness and feasibility of this plan have been demonstrated through experiments

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Su Han, Lei Huan, Huang Ying, Zhu Yuan, Wei Yaolin, Wang Hengya Research on Cable Replacement Scheme for Old Bridges Based on Finite Height Requirements of Beam Bottom. Prestress Technology 2016,20(03):31-34. 10.59238/j. pt.2016.03.006

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  • 在线发布日期: 2023-08-06
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