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港口工程无粘结预应力连续梁设计及施工

Design and construction of prestressed frame beams with unbonded tendons in port engineering
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摘要 概述港口工程无粘结预应力连续梁的设计、施工及质量保证措施,特别提出预应力构件端部防腐保护措施。通过采用分段预制、分段张拉施工工艺,解决大跨度预应力混凝土连续结构的水上施工的技术难点;梁端部采用有粘结筋等防腐措施,确保端部结构安全。 This paper outlines the design,construction and quality assurance measures of the frame beams of the prestressed concrete with unbonded tendons in port engineering,especially the anti-corrosion measures for the ends of prestressed structure,deals with technical difficulties of water construction on large-span continuous prestressed concrete structure by the construction technology of sectional precasting and sectional tensioning.Anti-corrosion measures such as bonded tendons are used for guaranteeing the structural safety of the ends of beams.
出处 《水运工程》 北大核心 2012年第11期208-210,共3页 Port & Waterway Engineering
关键词 无粘结预应力 港口工程 施工工艺 端部防腐 prestressed concrete with unbonded tendons port engineering construction technology anti-corrosion for ends
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参考文献2

  • 1JGJ/T1992--1993无粘结预应力混凝土结构技术规程[S]. 被引量:1
  • 2贺南光..无粘结预应力技术在港口工程上的应用[D].大连理工大学,2002:

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