| 南水北调穿黄隧洞内衬预应力锚索应力应变试验研究 |
| |
| 引用本文： | 姜小兰,吴浪,孙绍文,张小伟.南水北调穿黄隧洞内衬预应力锚索应力应变试验研究[J].长江科学院院报,2010,27(4):61-65. |
| |
| 作者姓名： | 姜小兰 吴浪 孙绍文 张小伟 |
| |
| 作者单位： | 长江科学院,水利部岩土力学与工程重点实验实,武汉,430010;武警水电第六支队,湖北,宜昌,443133 |
| |
| 基金项目： | 国家十一五科技支撑计划项目(2006BAB04A11) |
| |
| 摘 要： | 南水北调中线穿黄隧洞内衬张拉，采用弧形垫座将内衬预应力锚索导出预留槽，只用一台千斤顶实现无台座张拉，这在盾构隧洞工程中属首次应用，结构创新、工艺复杂可借鉴的资料较少。为了验证结构设计的合理性和可靠性，完善施工工艺，确保在隧洞衬砌中成功应用，通过穿黄隧洞衬砌1∶1仿真模型试验，对内衬钢绞线在张拉过程中应变规律、应力损失、锚束之间的相互影响及锚索与波纹管间的摩阻系数等要素进行研究分析。试验结果显示张拉锚固端应力总损失（包括锚具损失和锚索回缩损失）小于35%；锚具锁定后最大应力为1 044.25 MPa；预应力锚索张拉对相邻锚索的影响较小；锚索与管道间的摩阻系数在规范范围内。
|
| 关 键 词： | 穿黄隧洞 环锚预应力 锚索应力应变 摩阻系数 |
Investigation on Stress-Strain of Prestressed Anchor Cable in Internal Lining of Tunnel of South-North Water Transfer Project Through Yellow River |
| |
| JIANG Xiao-lan,WU Lang,SUN Shao-wen,ZHANG Xiao-wei.Investigation on Stress-Strain of Prestressed Anchor Cable in Internal Lining of Tunnel of South-North Water Transfer Project Through Yellow River[J].Journal of Yangtze River Scientific Research Institute,2010,27(4):61-65. |
| |
| Authors: | JIANG Xiao-lan WU Lang SUN Shao-wen ZHANG Xiao-wei |
| |
| Affiliation: | 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources， Yangtze River Scientific Research Institute, Wuhan 430010,China；2. No.6 Detachment of Armed Police Hydropower Engineering Troops,Hubei Yichang 443133, China |
| |
| Abstract: | A curvilinear anchor-cable prestressing device was set in a preformed groove, with which the circular anchor-cable was tensioned with a jack and was used for the inner lining of the tunnel of South-North Water Transfer Project through the Yellow River. It was the first application in the shield-driven tunnel, and its structure is innovational. To verify the rationality and site. The law of strain, loss of stress, interaction among anchor beams and friction factor between anchor cable and corrugation pipe were all researched. The results showed as follows: The total loss of stress in the anchor-cable tensional end(including the loss of anchor and retraction loss of anchor-cable) is less than 35%;the maximum stress is 1 044.25 MPa after anchor locked;the effect of prestressed anchor-cable tension on adjacement ones is less;friction coefficient between the anchor-cable and pipelines is within the range of specification. |
| |
| Keywords: | tunnel through the Yellow River circular anchor prestress anchor stress-strain coefficient of friction |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《长江科学院院报》浏览原始摘要信息 |
|
点击此处可从《长江科学院院报》下载全文 |
