250km客运专线铁路32m组合箱梁预制施工工艺 |
| |
引用本文: | 覃繁星.250km客运专线铁路32m组合箱梁预制施工工艺[J].企业科技与发展,2009(11):120-123. |
| |
作者姓名: | 覃繁星 |
| |
作者单位: | 中铁二院南宁分院,广西南宁530022 |
| |
摘 要: | 文章以新建铁路客运专线某梁场32m组合箱梁施工技术为例,介绍了目前客运专线普遍采用的32m有砟轨道后张法预应力混凝土组合箱梁的预制施工工艺,为类似工程设计、施工提供参考。
|
关 键 词: | 客运专线 32m 简支箱梁 施工工艺 |
Craftsmanship of Prefabricated Techniques of 32 m Combined Box Girder on 250 km Passenger Special Railway |
| |
Authors: | Qin Fan-xing |
| |
Institution: | Qin Fan-xing (Nanning Branch of China Railway 2rd Engineering Group Co., Ltd., Nanning Guangxi 530022) |
| |
Abstract: | Exemplified with the craftsmanship of 32 m combined box girder construction on a newly-buih passenger special railway, the article introduces the prefabricated technique craftsmanship that is applied to 32 m tensioning and prestress concrete combined box girder, which is popular with passenger special railways, for the reference of similar engineering designs and construction. |
| |
Keywords: | passenger special railway 32 m simply bearing box girder construction craftsmanship |
本文献已被 维普 等数据库收录! |