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厦门太古飞机维修基地101机库151.5m跨网架和155m跨拱架施工

CONSTRUCTION OF 151.5m-SPAN SPACE GRID STRUCTION AND 155m-SPAN ARCH SPACE CENTERING AT N0.101 HANGER IN XIAMEN TAECO AIRCRAFT MANTAINCE BASE
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摘要 通过厦门太古机库151.5m/155m跨度屋益如网架与预应力混凝土索拉杆初拱架构成共同工作的空间结构工程实例,介绍风采、拱架施多方法,并对大型滑动平台、特殊节点处理、沿海勾结构重防腐工艺、支应落位等特殊施工技术作了概述.为大跨度预应力拱索网架结构施工,提供了实践经验. Take the work at NO.101 hanger in Xiamen TAECO Aircraft Mantaince Base on the joint spacestructure of 151.5m/155m span steel space grid roof and prestressed concrete tension bar cable as sample, mtroducethe technical method for construction of steel space grid structure and arch space centering.This article is intendedto describe grand slip platform, dealing with the special joint point, painting anticorrosion near the sea coach,support rest. So provide the practice experience to the construction of the larger hanger roof.
出处 《钢结构》 1998年第1期11-16,共6页 Steel Construction
关键词 网架 拱架 施工 steel space grid structure arch space centering construction
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