城市建筑Issue(17)：349-349,385,2.
下承式预应力混凝土系杆拱桥拱肋尺寸控制实例分析
Arch Rib Size Control of Under-supported Prestress CFST Arch Bridge Instance Analysis
王小兵1
作者信息
- 1. 山西路桥第一工程有限责任公司，太原 030006
- 折叠
摘要
Abstract
This article analyses the influence of arch rib size of under-supported prestress CFST arch bridge through the QC group activities, and related measures are taken specifical y. The application results show that this activity improves effect-tively the arch bridge construction quality which improves the qualified rate of arch rib size and is worth generalization and application.关键词
QC小组/拱肋尺寸合格率/限位钢/摸板外侧支撑Key words
QC group/qualified rate of arch rib size/limiting steel mould/plate outside support引用本文复制引用
王小兵..下承式预应力混凝土系杆拱桥拱肋尺寸控制实例分析[J].城市建筑,2014,(17):349-349,385,2.
