<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">UAID</journal-id><journal-title-group><journal-title>Urban Architecture and Development</journal-title></journal-title-group><issn>2995-2441</issn><eissn>2993-270X</eissn><publisher><publisher-name>Art and Design</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.61369/UAID.2025020032</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>先简支后结构连续桥梁施工技术研究</title><url>https://artdesignp.com/journal/UAID/3/2/10.61369/UAID.2025020032</url><author>梁凯</author><pub-date pub-type="publication-year"><year>2025</year></pub-date><volume>3</volume><issue>2</issue><history><date date-type="pub"><published-time>2025-06-20</published-time></date></history><abstract>先简支后结构连续桥梁结合了简支梁施工便捷与连续梁受力合理的优势，在公路、铁路工程中应用广泛。本文以实际工程案例为依托，系统分析该类桥梁的结构特点、关键施工技术及质量控制要点，每个论点均辅以具体工程实例与数据支撑，探讨了预制梁安装、湿接缝施工、体系转换等核心环节的技术要点，旨在为同类桥梁工程提供实践参考。</abstract><keywords>先简支后连续,桥梁施工,体系转换,湿接缝,预制梁</keywords></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>[1]柴翠花.高等级公路先简支后连续桥施工技术探讨[J].山西建筑,2013,39(03):195-196.&amp;nbsp;[2]段德泉,穆龙祥.先简支后结构连续桥梁施工技术分析[J].交通世界,2015(Z1):72-73+76.&amp;nbsp;[3]赵俊华.试论桥梁先简支后结构连续施工技术[J].山西建筑,2014,40(36):163-164.&amp;nbsp;[4]高云亮.先简支后连续桥梁施工技术[J].交通世界,2016(23):74-75.&amp;nbsp;[5]刘延俊.高速公路中先简支后连续结构桥梁施工技术[J].中华建设,2013(01):158-159.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
