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  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">29</journal-id>
      <journal-title-group>
        <journal-title>《建筑施工与发展》</journal-title>
        <abbrev-journal-title>CONSTRUCTION AND DEVEL OPMENT</abbrev-journal-title>
      </journal-title-group>
      <issn>ISSN：2737-4262；EISSN:2705-1269</issn>
      <publisher>
        <publisher-name>华文科学出版社</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.12361/2705-1269-7198-63</article-id>
      <article-id pub-id-type="publisher-id">9183</article-id>
      <title-group>
        <article-title>钢塔首节段高精度定位技术研究</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <string-name>吴选比 （中交二航局第四工程有限公司 安徽芜湖 241000）</string-name>
        </contrib>
      </contrib-group>
      <pub-date pub-type="epub">
        <year>2024</year>
        <month>18</month>
      </pub-date>
      <issue>18</issue>
      <abstract>
        <p>张靖皋长江大桥辅塔钢塔首节段竖向钢筋深入承台 2m、3m，钢筋种类多，斜率不同，钢塔安装精度要求高。通过优化设计，调
整施工顺序，便于钢筋锥套连接；采用定位支架高精度定位预埋钢筋；采用定位支墩高精度定位钢塔。
关键词：钢塔安装；锥套连接；定位支架</p>
      </abstract>
    </article-meta>
  </front>
</article>
