| 钢筋网水泥砂浆加固砖墙中关于拉结筋的试验研究 |
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| 引用本文： | 黄忠邦.钢筋网水泥砂浆加固砖墙中关于拉结筋的试验研究[J].实验力学,1994,9(4):383-389. |
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| 作者姓名： | 黄忠邦 |
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| 作者单位： | 天津大学 |
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| 摘 要： | 本文通过对拉结筋的试验研究，得到拉结筋的设置与否对于钢筋网水泥砂面层加固砖墙的承载力无影响的结论，因此，可采用扒钉或４寸钉子代替Ｓ形拉结筋以固定钢筋网于墙上，达到省工，省线的良好经济效果，在砖房加固工程中具有重要的实用意义。
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| 关 键 词： | 钢筋网水泥砂浆 加固砖墙 拉结筋 结构力学 |
Testing Study of Tiebars in Brick Wall Strengthened with Bar-mat Reinforced Cement Mortar |
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| Huang Zhongbang.Testing Study of Tiebars in Brick Wall Strengthened with Bar-mat Reinforced Cement Mortar[J].Journal of Experimental Mechanics,1994,9(4):383-389. |
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| Authors: | Huang Zhongbang |
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| Institution: | Tianjin University |
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| Abstract: | According to the testing study of tiebars, it is found that there is no efffect to theload - bearing capacity of brick wall strengthened with bar - mat reinrorced cement mortarwhether we. install the S-shape tie bar or not. Therefore, in order to save labour and expense,it is recommended to use L-shaped climbing nails or 4 inch nails in stead of the S-shaped hebars to fix mat reinforcement in the wall. It has great practical value in strengthen engineering ofbrick building. |
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| Keywords: | cover with reinforced cement mortar strengthening brick wall tie bar climb ins nail |
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