土工基础

›› 2013, Vol. 27 ›› Issue (2): 83-85.

• 工程实录 • 上一篇    下一篇

对称悬臂浇筑中满堂支架计算与安全校核

张裕超   

  1. (陕西铁路工程职业技术学院,陕西渭南 714000)
  • 收稿日期:2012-08-07 出版日期:2013-04-20 发布日期:2013-04-26
  • 作者简介:张裕超（1985-），男，陕西渭南人，研究生，陕西铁路工程职业技术学院助教，研究方向为桥梁与隧道工程。

Analysis and Safety Check of the Full Scaffolding Support for Concreting of Hammer Head Piers

ZHANG Yuchao   

  1. (Shaanxi Railway Engineering Vocational and Technical Institute, Weinan, Shanxi 714000)
  • Received:2012-08-07 Online:2013-04-20 Published:2013-04-26

摘要： 大跨度连续刚构桥采用对称悬臂施工时,0#块一般采用满堂支架法，0#块的施工质量对桥梁的质量有至关重要的作用，本文结合工程实例，对满堂支架的各个组成部件进行受力分析与安全校核，以确保施工质量。

关键词: 连续刚构桥, 满堂支架法, 受力分析

Abstract: The full scaffolding support is usually used in the concreting of cap of symmetric hammer head piers for long span continuous deck bridges.  This paper presents a case study of analyzing the full scaffolding structure and its safety check for the individual element.

Key words: Continuous Deck Bridge, Full Scaffold Method, Static Analysis