|
|||||
|
|
| 变截面预应力砼连续梁0#块的施工 | |
| 引用本文： | 徐建凯,苏康,刘立新.变截面预应力砼连续梁0#块的施工[J].常州工学院学报,2002,15(4):33-35,47. |
| 作者姓名： | 徐建凯 苏康 刘立新 |
| 作者单位： | 1. 常州工学院后勤管理处,江苏,常州,213002 2. 常州工学院基建处,江苏,常州,213002 3. 武进市建设工程质量监督站,江苏,常州,213002 |
| 摘 要： | 通过温州绣山大桥0＃块的施工,详细介绍了变高度预应力砼连续梁0＃块悬浇施工中,如何以较经济的技术方案满足挂篮悬浇阶段的要求和在适当的时候进行箱梁体系转换的要求,同时又尽可能节省材料,做到既满足设计要求,又节省工程成本的目的。 |
| 关 键 词： | 0#块悬浇 临时固结 体系转换 |
| 文章编号： | 1671-0436(2002)04-0033-03 |
Construction Technique of Continuously Changing Hight Prestressed Concrete Beam 0# |
|
| XU Jian-kai SU Kang LIU Li-xin.Construction Technique of Continuously Changing Hight Prestressed Concrete Beam 0#[J].Journal of Changzhou Institute of Technology,2002,15(4):33-35,47. | |
| Authors: | XU Jian-kai SU Kang LIU Li-xin |
| Abstract: | This article aims to introduce how to meet the request of the stage of casting concrete in the hanging basket and shifting the box beam system at proper time through economical technology scheme in the construction of the continuously changing height prestressed concrete beam 0#; at the same time, saves the materials as more as possible to meet the requests of design and reduces the cost of the projects. |
| Keywords: | 0# block hangly cast temporary fixture and connection against gravity shift system |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |