<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Article Authoring DTD v1.4 20240229//EN" "JATS-articleauthoring1.dtd">
<article article-type="research-article" xml:lang="zh-CN" xmlns:xlink="http://www.w3.org/1999/xlink">
  <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">10.12361/2705-1269-7313-47</article-id>
      <article-id pub-id-type="publisher-id">19266</article-id>
      <title-group>
        <article-title>水上大跨度悬浇梁 0#块临时固结体系方案优化</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <string-name>张 政</string-name>
        </contrib>
      </contrib-group>
      <pub-date pub-type="epub">
        <year>2025</year>
        <month>13</month>
      </pub-date>
      <issue>13</issue>
      <abstract>
        <p>以津静市域铁路独流减河特大桥施工过程中的临时固结体系为优化对象，分析了悬臂浇筑连续梁施工中不平衡荷载的原因及临时
固结体系对连续梁施工过程的重要性，优化原有图纸设计，并对该固结体系的优于原图纸设计的要点进行总结。
关键词：悬臂法连续梁施工；墩梁临时固结体系；图纸优化</p>
      </abstract>
    </article-meta>
  </front>
</article>
