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预应力斜拉索索塔内操作平台整体筒模施工
引用本文:刘立,董骁鹰.预应力斜拉索索塔内操作平台整体筒模施工[J].山西建筑,2005,31(23):100-101.
作者姓名:刘立  董骁鹰
作者单位:中铁三局集团华北建筑工程公司
摘    要:针对预应力斜拉索索塔施工难题,介绍了采用新型内模——内操作平台整体筒模的施工方法,从整体筒模的设计原理、思路及施工做法等方面进行了详细阐述,可为类似工程的施工提供借鉴。

关 键 词:索塔  内平台  整体筒模  施工
文章编号:1009-6825(2005)23-0100-02
修稿时间:2005年7月27日

Construction of drum formwork in prestressed cable stayed bridge tower
LIU Li,DONG Xiao-ying.Construction of drum formwork in prestressed cable stayed bridge tower[J].Shanxi Architecture,2005,31(23):100-101.
Authors:LIU Li  DONG Xiao-ying
Affiliation:LIU Li DONG Xiao-ying
Abstract:According to the difficulties encountered in construction of prestressed cable stayed bridge tower one new construction method of inner formwork-drum formwork with internal operation platform is introduced.From design principle,thought and construction skills and other aspects detailed introduction is made in order to provide references for similar works.
Keywords:cable-tower  inner platform  drum formwork  construction
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