| 自行式移动模架施工技术应用探讨——以重庆庙村大桥上部结构施工为例 |
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| 引用本文： | 李强松,何文翰,曾珏博.自行式移动模架施工技术应用探讨——以重庆庙村大桥上部结构施工为例[J].重庆建筑,2007(2):17-21. |
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| 作者姓名： | 李强松 何文翰 曾珏博 |
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| 作者单位： | 1. 重庆经济技术开发区建管站,重庆,400020
2. 重庆新科建设工程有限公司,重庆,400020 |
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| 摘 要： | 地基软弱、墩柱高、支架搭设困难长期捆扰着山地丘林地区的桥梁上部结构施工,无支架施工是解决这一施工难题的方法之一。本文以重庆庙村大桥上部结构施工为例,简要介绍了自行式移动模架施工技术,并在不同墩高、不同跨径的情况下与满堂支架法进行了效益对比,对自行式移动模架施工技术的应用前景进行了一些初步探讨。
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| 关 键 词： | 自行式移动模架 效益分析 应用前景 |
| 文章编号： | 1671-9107(2007)02-0017-05 |
| 修稿时间： | 2007年2月9日 |
Discussion on the Application of Self-propelled Moveable Formwork Construction Technology |
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| Authors: | Li Qiang-Song He Wen-Han Zeng Jue-Bo |
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| Abstract: | The weak foundation, tall pier column and difficulties in support setting bring many troubles to the construction of bridge superstructure in mountainous and hilly regions for a long time. Construction without supports is a method to solve the problem. Taking the superstructure construction of MiaoCun Bridge in ChongQing as an example, this article introduced briefly the self-propelled moveable formwork construction technology, and conducted benefit comparison with the full framing method under different pier heights and spans, then discussed the application prospect of self-propelled moveable formwork construction technology. |
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| Keywords: | self-propelled moveable formwork benefit analysis Application prospect |
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