[1]刘晶晶,赵其华,张文居,等.多节点加载预应力锚索格构梁室内模型试验研究[J].水土保持研究,2012,19(02):264-266,270.
　LIU Jing-jing,ZHAO Qi-hua,ZHANG Wen-ju,et al.Study on Model Experiment of Multi-nodal Load Prestressed Anchor-rope and Lattice Beam in Laboratory[J].Research of Soil and Water Conservation,2012,19(02):264-266,270.
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多节点加载预应力锚索格构梁室内模型试验研究

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 19 期数: 2012年02期 页码: 264-266,270 栏目: 出版日期: 2012-04-20
Title:
Study on Model Experiment of Multi-nodal Load Prestressed Anchor-rope and Lattice Beam in Laboratory
作者:
刘晶晶1,2, 赵其华2, 张文居2,3, 彭盛恩1, 周勇1, 于宇1
1. 核工业西南勘察设计研究院有限公司, 成都 610061;
2. 成都理工大学, 地质灾害防治与地质环境保护国家重点实验室, 成都 610059;
3. 四川广甘高速公路有限责任公司, 成都 610041
Author(s):
LIU Jing-jing1,2, ZHAO Qi-hua2, ZHANG Wen-ju2,3, PENG Sheng-en1, ZHOU Yong1, YU Yu1
1. Limited Company of Nuclear Industry Southwest Institute of Survey and Design, Chengdu 610061, China;
2. National Specialty Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China;
3. Sichuan Expressway Construction Development Corporation, Chengdu 610041, China
关键词:
预应力; 格构梁; 多节点; 模型试验; 摩擦; Winkler弹性地基梁
Keywords:
prestress; lattice beam; multi-nodal; model experiment; friction; Winkler elastic foundation beam
分类号:
TU476
摘要:
目前，计算格构梁的力学模型中，多采用弹性地基梁法进行计算，而对于边坡上的格构梁，受坡角和锚索倾角的影响，梁底面摩擦力的存在使得格构梁受力变得复杂。因此，在计算中采用合理的计算模型真实地反映格构梁的受力状态显得尤为重要。通过对多节点加载预应力锚索格构梁室内模型试验的研究，认为受边坡坡角和锚索倾角的影响，格构梁底面存在的摩擦力对格构梁的变形和受力状态有较大影响，并对实测结果与理论计算结果进行了对比分析，认为采用考虑摩擦的Winkler弹性地基梁模型能很好地反映格构梁的实际受力状态，更适合于工程应用。
Abstract:
At the present,the mechanical calculation models of lattice beam usually adopt elastic foundation beam method.But for the lattice beam on the slope,the existence of bottom surface fiction makes the stress complex.Therefore,it is important to reflect the true stress of lattice beam with reasonable calculation model.Through study on model experiment of multi-nodal load prestressed anchor-rope and lattice beam in laboratory,it is thought that the friction on base surface may directly affect deformation and stress towards lattice beam on slope because of the effect of slope angle and anchor-rope dip angle.Based on this point,this paper adopts method of Winkler elastic foundation beam which considers friction in theoretical calculation,and compares test results with the calculated ones,it is conformed that this foundation model can reflect the stress condition of grade beam,and make the calculated results more reliable and suitable for engineering application.

参考文献/References:

[1] 马迎娟.预应力锚索格构梁复合结构的模型试验研究[D].成都:成都理工大学,2005.
[2] 刘晶晶.多节点加载预应力锚索格构梁模型试验研究[D].成都:成都理工大学,2006.
[3] 王龙,朱彦鹏,李庆福.弹性地基梁设计方法比较与分析[J].甘肃科技,2002,18(1):39-40.
[4] 周继凯,杜钦庆.考虑水平力作用的改进型Winkler地基模型[J].河海大学学报:自然科学版,2004,32(6):669-673.
[5] 谈至明.具有水平摩阻力的弹性地基上梁的解[J].力学与实践,1997,19(3):33-35.

相似文献/References:

[1]马迎娟,彭社琴.现浇钢筋混凝土格构锚固结构研究应用现状及展望[J].水土保持研究,2005,12(01):116.
　MA Ying-juan,PENG She-qin.Present Situation and Preview of Monolithic Reinforced Concrete Lattice Frame Anchor Structure[J].Research of Soil and Water Conservation,2005,12(02):116.

备注/Memo

收稿日期:2011-6-20;改回日期:2011-10-11。
基金项目:地质灾害防治与地质环境保护国家专业实验室开放基金资助项目(DZZH1-3)
作者简介:刘晶晶（1981-）,女,硕士,主要从事岩土工程方面的勘察、设计和科研工作。E-mail:ljjcd2003@163.com

更新日期/Last Update: 1900-01-01