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钢筋混凝土桥面铺装设计和施工研究
引用本文:陈瑞华,罗志强.钢筋混凝土桥面铺装设计和施工研究[J].广东工业大学学报,2004,21(4):61-65.
作者姓名:陈瑞华  罗志强
作者单位:广东省茂名市公路局,广东,茂名,525000;广东工业大学,省建设学院,广东,广州510090
摘    要:结合钢筋混凝土桥面铺装工程,从桥面连续滑模铺装的必要性,提出钢筋混凝土桥面滑模铺装的技术条件,分析桥面铺装层加厚的恒载增大问题、预应力钢筋混凝土桥梁的反拱控制标准、桥面铺装方式、铺装层的混凝土强度要求和钢筋混凝土桥面铺装层的分缝原则,具有工程意义和社会效益.

关 键 词:钢筋混凝土  桥面滑模铺装  技术条件  铺装特点  强度  分缝
文章编号:1007-7162(2004)04-0061-05
修稿时间:2003年5月12日

Study for Bridge Deck Surfacing Design and Construction of Steel Reinforcement Concrete
CHEN Rui-hua.Study for Bridge Deck Surfacing Design and Construction of Steel Reinforcement Concrete[J].Journal of Guangdong University of Technology,2004,21(4):61-65.
Authors:CHEN Rui-hua
Affiliation:CHEN Rui-hua~
Abstract:According to steel reinforcement concrete bridge deck surfacing engineering, and from the necessityof continuous surfacing for bridge deck,the technical conditions of steel reinforcement concrete bridge deck surfacing sented are presented, and the increasing questions of dead loads for the additional depth of surfacingcourse in bridge deck, the reverse arch questions of prestressing steel reinforcement concrete bridge, the surfacing styles of bridge deck, the concrete strength requirements of surfacing course and divided joint principles of steel reinforcement concrete bridge deck surfacing are analyzed, which have project meanings and social profits.
Keywords:steel reinforcement concrete  bridge deck slip-form surfacing  technical condition  surfacing feature  strength  divided joint
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