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焊接温度对植筋粘结滑移性能影响的试验研究 被引量：3

Experimental Research on Effects of Welding Temperatures on Bond-Slip Behaviour of Embedded Reinforcement
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摘要 通过植筋的拉拔试验研究了焊接温度对植筋粘结滑移性能的影响,考虑了植筋的直径、锚固深度和焊接位置3个因素,得出在焊接温度影响下拉拔力与植筋的滑移量变化曲线,并在试验分析基础上提出了设计和施工建议. By pull-out tests, this paper makes research of the effects of welding temperatures on the bond-slip behaviour of post-embedded bars, taking into account such factors as reinforcement diameters, anchorage depths and welding positions. Obtained are change curves of pulling and sliding capacities under the influence of welding temperatures, and presented are design and construction suggestions based on the test analysis.
作者 龙帮云 成林燕 闫玉红
机构地区 中国矿业大学建筑工程学院 山西建筑职业技术学院
出处 《徐州建筑职业技术学院学报》 2007年第4期6-8,50,共4页 Journal of XUZHOU Institute of Architectural Technology
关键词 植筋 焊接温度 滑移量 embedded reinforcement welding temperature sliding capacity
分类号 TU58 [建筑科学—建筑技术科学]
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参考文献1

二级参考文献12

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共引文献46

同被引文献22

  • 1袁廷朋,陆洲导,邴涛.后锚固化学植筋受拉承载力计算及设计[J].结构工程师,2007,23(2):97-100. 被引量：26
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  • 8中华人民共和国建设部.GB50367-2006混凝土结构加固设计规范[S].北京:中国建筑工业出版社,2006.
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  • 10ACI 355.2-01 :Evatuating the performance of post-installed mechanical anchors in concrete, 2001.

引证文献3

二级引证文献17

徐州建筑职业技术学院学报
2007年 第4期

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