<?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">ETQM</journal-id><journal-title-group><journal-title>Engineering Technology and Quality Management</journal-title></journal-title-group><issn>2995-3170</issn><eissn>2992-9806</eissn><publisher><publisher-name>Art and Technology</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.61369/ETQM.2026040012</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>厂房预应力双T板及倒T梁装配式施工技术</title><url>https://artdesignp.com/journal/ETQM/4/4/10.61369/ETQM.2026040012</url><author>郎占鹏</author><pub-date pub-type="publication-year"><year>2026</year></pub-date><volume>4</volume><issue>4</issue><history><date date-type="pub"><published-time>2026-04-20</published-time></date></history><abstract>珠海平沙电子电器产业园项目位于金湾区高栏港装备制造区，是珠海市5.0产业新空间示范项目，体量大，单位工程多，工期紧迫，采用常规现浇混凝土厂房，难以满足交付时间要求。经综合分析，厂房楼面结构采用预制梁、预制双T板全免支撑装配式框架结构体系。经实践研究表明，采用此全免支撑装配式框架结构体系，应用效果显著。由于无内支撑模架体系，在一层结构叠合层施工完成后，即可插入维护结构和安装工程的施工，缩短的施工工期；通过大量采用预制构件，提高了主体结构外观质量；施工过程中无内支撑，节约了大量架体、模板等周转材料及搭拆人工费，符合节能环保的绿色施工理念。</abstract><keywords>工业上楼,高层工业厂房,装配式,预应力双T板</keywords></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>[1] 钱永久, 杜彦良. 交通土建结构长寿命安全保障的途径分析[J]. 中国工程科学, 2017, 19(6): 6-11.（QIAN Y J, DU Y L. Analysis on ways of guaranteeing the safety of civil structures in traffic systems during long service lives [J]. Strategic study of CAE, 2017, 19(6): 6-11.）.[2]CARRI&amp;Oacute;N F J, QUINTANA J A, CRESPO S E. SHM of a stayed bridge during a structural failure, case study: the Rio Papaloapan Bridge[J]. Journal of civil structural health monitoring, 2017, 7(2): 139-151.[3]LIU Y F, NIE X, FAN J S, et al. Image-based crack assessment of bridge piers using unmanned aerial vehicles and three-dimensional scene reconstruction [J]. Computer-aided civil and infrastructure engineering, 2020, 35(5): 511-529.[4]刘宇飞, 樊健生, 孔思宇, 等. 多视角几何三维重建法识别工程结构缺损与变形[J]. 工程力学, 2020, 37(9): 103-111. （LIU Y F, FAN J S,KONG S Y, et al. Detection of structural defect and deformation based on multi-view geometric three-dimensional reconstruction method [J]. Engineering mechanics, 2020, 37(9): 103-111.）.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
