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浅埋式预应力混凝土压力管道结构设计与技术经济比较
引用本文:李晓克,严振瑞,黄建添,赵顺波,赵国藩. 浅埋式预应力混凝土压力管道结构设计与技术经济比较[J]. 水利水电技术, 2002, 33(6): 20-25
作者姓名:李晓克  严振瑞  黄建添  赵顺波  赵国藩
作者单位:1. 大连理工大学土木建筑学院,辽宁大连,116023
2. 广东省水利电力勘测设计研究院,广东广州,510170
3. 华北水利水电学院土木工程系,河南郑州,450008
基金项目:广东省水利电力勘测设计研究院国家重点工程设计科研项目(DSGZ-SWW-200118),水利部水利科技重点项目(SZ9422),河南省高校青年骨干教师资助计划项目
摘    要:结合东江-深圳供水改造工程浅埋式预应力混凝土压力管道结构的设计,提出了管道新型断面形式的管体上部外槽口环锚与管体下部对锚两种预应力钢绞线束锚固支承方式,分析研究了地基刚度、覆土厚度和管底混凝土中心厚度等因素对管道受力性能的影响规律,从管道受力性能、材料用量和施工等方面对两种预应力钢绞线束锚固支承方式进行了技术经济对比,确定本工程浅埋式预应力混凝土压力管道的预应力钢绞线束锚固支承方式为管体下部对锚。

关 键 词:预应力混凝土 压力管道 环形预应力 结构设计 供水
文章编号:1000-0860(2002)06-0020-06
修稿时间:2001-11-14

Design and Technical Economy Analysis of Prestressed Concrete Penstock Shallow Buried Under Earth
Li Xiaoke ,Yan Zhenrui ,Huang Jiantian ,Zhao Shunbo ,Zhao Guofan. Design and Technical Economy Analysis of Prestressed Concrete Penstock Shallow Buried Under Earth[J]. Water Resources and Hydropower Engineering, 2002, 33(6): 20-25
Authors:Li Xiaoke   Yan Zhenrui   Huang Jiantian   Zhao Shunbo   Zhao Guofan
Affiliation:Li Xiaoke 1,Yan Zhenrui 2,Huang Jiantian 2,Zhao Shunbo 3,Zhao Guofan 1
Abstract:Combined with the structural design of prestressed concrete penstock shallow buried under earth fo r the Water Supply Project from Dongjiang to Shenzhen,the new section form of p enstock and two kinds of anchorage supports that the encircled anchorage on the top and the face-to-face anchorage under the bottom of the penstock are propo sed.The effects of the stiffness of basement ,the thickness of over soil and t he center concrete thickness of penstock bottom on the loading behaviors of pens tock are analyzed.Based on general evaluation in technological progress and eco nomical efficiency enclosed structural behaviors,material usage and constructio n condition,the design plan with face-to-face anchorage under the bottom of t he penstock is affirmed.It is confirmed that the research in this paper will be of great value to the similar structures.
Keywords:prestressed concrete  pen stock  shallow burying  ring-like prestressing  unboned  face-to-face anchora ge  
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