| 焊接钢筋网在混凝土板中的粘结和搭接长度 |
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| 引用本文： | 马庆臣,巴川. 焊接钢筋网在混凝土板中的粘结和搭接长度[J]. 河北能源职业技术学院学报, 2003, 3(4): 53-56 |
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| 作者姓名： | 马庆臣 巴川 |
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| 作者单位： | 唐山开滦建设集团,河北,唐山,063000 |
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| 摘 要： | 本文通过分析钢筋混凝土构件的拔出实验数据，结合现行规范锚固长度的计算公式。推导出焊接钢筋网搭接长度计算公式，并用单向板试验予以验证。
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| 关 键 词： | 焊接钢筋网 混凝土板 粘结 搭接长度 锚固长度 性能试验 |
| 文章编号： | 1671-3974(2003)04-0053-04 |
| 修稿时间： | 2003-10-18 |
Bond strength and splice length of welded wire mesh in reinforced concrete slabs |
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| MA Qing-chen,BA Chuan. Bond strength and splice length of welded wire mesh in reinforced concrete slabs[J]. Journal of Hebei Energy Institute of Vocation and Technology, 2003, 3(4): 53-56 |
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| Authors: | MA Qing-chen BA Chuan |
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| Affiliation: | MA Qing-chen BA Chuan |
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| Abstract: | In this paper,the equations for the spice zone of welded wire mesh were derived by analyzing the test data of reinforced concrete members and referring to the calculation formulas for the anchorage length in the current specifications. And also, several one - way slabs were tested in order to verify the results. |
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| Keywords: | bond reinforced concrete slab splice zone welded wire mesh |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
