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新型拉压复合型锚杆锚固性能研究Ⅲ：现场试验

涂兵雄, 蔡燕燕, 何锦芳, 俞缙, 许国平, 程强

涂兵雄, 蔡燕燕, 何锦芳, 俞缙, 许国平, 程强. 新型拉压复合型锚杆锚固性能研究Ⅲ：现场试验[J]. 岩土工程学报, 2019, 41(5): 846-854. DOI: 10.11779/CJGE201905007
引用本文: 涂兵雄, 蔡燕燕, 何锦芳, 俞缙, 许国平, 程强. 新型拉压复合型锚杆锚固性能研究Ⅲ：现场试验[J]. 岩土工程学报, 2019, 41(5): 846-854. DOI: 10.11779/CJGE201905007
shu
TU Bing-xiong, CAI Yan-yan, HE Jin-fang, YU Jin, XU Guo-ping, CHENG Qiang. Analysis of anchorage performance on new tension-compression anchor Ⅲ field test[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 846-854. DOI: 10.11779/CJGE201905007
Citation: TU Bing-xiong, CAI Yan-yan, HE Jin-fang, YU Jin, XU Guo-ping, CHENG Qiang. Analysis of anchorage performance on new tension-compression anchor Ⅲ field test[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 846-854. DOI: 10.11779/CJGE201905007
shu

新型拉压复合型锚杆锚固性能研究Ⅲ：现场试验  English Version

  • 1. 华侨大学福建省隧道与城市地下空间工程技术研究中心,福建 厦门 361021;
    2. 福建省建筑科学研究院有限责任公司,福建 福州 350025;
    3. 厦门源昌城建集团有限公司,福建 厦门 361004

基金项目: 国家自然科学基金项目（51408242,51678112,51774147）; 中国博士后科学基金项目（2016M592082）
详细信息
    作者简介:

    涂兵雄(1984— ),男,硕士生导师,主要从事基坑工程及边坡工程方面的教学与科研工作。E-mail：tubingxiong@163.com。

  • 中图分类号: TU455

Analysis of anchorage performance on new tension-compression anchor Ⅲ field test

  • 1. Fujian Engineering Technology Research Center for Tunnel and Underground Space, Huaqiao University, Xiamen 361021, China;
    2. Fujian Academy of Building Research Co., Ltd., Fuzhou 350025, China;
    3. Xiamen Yuanchang Urban Construction Group Co., Ltd., Xiamen 361004, China

摘要

    摘要
  • 摘要: 针对传统拉力型锚杆存在受力集中、锚固体与岩土体界面黏结强度发挥不充分、抗拔承载力偏低的问题,研发了一种新型拉压复合型锚杆。通过开展现场破坏性试验,对拉力型锚杆及拉压复合型锚杆的承载能力、荷载位移曲线及应变数据进行分析,结果表明：3组拉压复合型锚杆TC12-3、TC11-1、TC21锚杆的平均破坏荷载分别提高至拉力型锚杆的2.81,2.01,2.52倍;拉压复合型锚杆套管内的拉力传递损失率最大为20.5%,在自由段内的拉力传递损失率最大仅为6.8%,拉力传递损失主要发生在承压锚固段上;TC12-3锚杆的受拉锚固段长度最短,单位受拉锚固段长度分担荷载最高;TC21-1锚杆的承压锚固段最短,单位承压锚固段长度分担荷载最高;锚杆破坏时,TC12-3、TC11-1、TC21-1锚杆的受拉承载系数分别为0.398,0.470,0.600;且TC11-1锚杆表现为承压锚固段与受拉锚固段同时破坏,TC12-3、TC21-1锚杆表现为先后破坏;拉压复合型锚杆锚固性能显著提高主要是由于荷载分解作用,界面剪应力双向传递机制及短锚承载效应;从荷载位移曲线来看,拉压复合型锚杆具有较好的抗变形能力,在岩土锚固工程中,具有显著的优势和广阔的应用前景。
    Abstract: The new tension-compression composite anchor (TC-anchor) is developed to overcome the shortcomings of the traditional tension anchor (T-anchor), such as stress concentration, insufficient bonding strength between anchorage body and soil mass, and low uplift bearing capacity. The bearing capacity, load-displacement curves and strain data of T-anchor and TC-anchor are analyzed, based on the field destructive tests. The results show that the average destructive loads of three groups of TC-anchor, TC12 -3, TC11-1 and TC21, increase to 2.81, 2.01, 2.52 times those of T-anchor, respectively. The maximum tension loss rate in the rebar hole is 20.5% and only 6.8% along the free anchorage length, and therefore the tension loss occurs mainly along the compression anchorage body (CAB). The tension anchorage body (TAB) length of TC12-3 anchor is the shortest, and therefore the bearing loads of unit TAB length are the highest. The CAB length of TC21-1 anchor is the shortest, and therefore the bearing loads of unit CAB length are the highest. When the anchor is destructed, the tension bearing coefficients of TC12-3, TC11-1, TC21-1 are 0.398, 0.470, 0.600, respectively, and the CAB and TAB of TC11-1 are destructed at the same time, while those of TC12-3 and TC21-1 are destructed successively. The significantly increased anchorage performance of TC-anchor is mainly due to the decomposition of the loads, the two-way transmission mechanisms of the interface shear stress and the bearing effect of short anchor. It can be seen from the load-displacement curves that the TC-anchor has better deformation-resisting capability. Therefore, it has significant advantages and broad application prospects in geotechnical anchorage engineering.
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    • 参考文献(15)
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  • 收稿日期:  2018-08-08
  • 发布日期:  2019-05-24

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