超长无粘结预应力板柱结构设计中的特点  

DESIGN CHARACTERISTICS OF ULTRA-LONG SLAB-COLUMN STRUCTURE WITH UNBONDED PRESTRESSED R.C.

作　　者：杨晓波 刘群娣[2] 焦彬如[2] 

机构地区：[1]宁波市民用建筑设计研究有限公司,宁波315020 [2]浙江大学宁波理工学院,宁波315020

出　　处：《工业建筑》2006年第10期107-108,共2页Industrial Construction

摘　　要：通过对宁波市新技术应用示范工程———宁波南站广场地下车库设计与施工的实践,归纳总结了地下车库设计计算的几个特点,在设计和施工中采取了相应的技术措施,取得了较好的技术经济效益,有关技术措施及其应用研究的结果可供读者借鉴和讨论。The underground garage of Ningbo South Railway Station Square is a demonstration project of the new technology implementation in Ningbo. It is presentsed the experience in design and construction of the garage, and some design and ealculaiion characteristics of the underground garage are also summarized. The corresponding technical measures are used in design and construction procedures, from which good technical and economic benefits have been obtained, and the technical measures and research results provide reference for readers.

关 键 词：板-柱结构 无粘结预应力 抗裂度 超长结构 次内力 

分 类 号：TU378[建筑科学—结构工程]