高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果

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高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果

宋波, 黃世敏, 陳奇辰, 姚志華, 姚秋來

文章導航 > 工程科學學報 > 2010 > 32(2): 270-276

宋波, 黃世敏, 陳奇辰, 姚志華, 姚秋來. 高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果[J]. 工程科學學報, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

引用本文:

宋波, 黃世敏, 陳奇辰, 姚志華, 姚秋來. 高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果[J]. 工程科學學報, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

SONG Bo, HUANG Shi-min, CHEN Qi-chen, YAO Zhi-hua, YAO Qiu-lai. Effect of fire-damaged reinforced concrete beams strengthened with high-strength steel wire mesh and polymer mortar[J]. Chinese Journal of Engineering, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

Citation:

SONG Bo, HUANG Shi-min, CHEN Qi-chen, YAO Zhi-hua, YAO Qiu-lai. Effect of fire-damaged reinforced concrete beams strengthened with high-strength steel wire mesh and polymer mortar[J]. Chinese Journal of Engineering, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

宋波, 黃世敏, 陳奇辰, 姚志華, 姚秋來. 高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果[J]. 工程科學學報, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

引用本文:

宋波, 黃世敏, 陳奇辰, 姚志華, 姚秋來. 高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果[J]. 工程科學學報, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

SONG Bo, HUANG Shi-min, CHEN Qi-chen, YAO Zhi-hua, YAO Qiu-lai. Effect of fire-damaged reinforced concrete beams strengthened with high-strength steel wire mesh and polymer mortar[J]. Chinese Journal of Engineering, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

Citation:

SONG Bo, HUANG Shi-min, CHEN Qi-chen, YAO Zhi-hua, YAO Qiu-lai. Effect of fire-damaged reinforced concrete beams strengthened with high-strength steel wire mesh and polymer mortar[J]. Chinese Journal of Engineering, 2010, 32(2): 270-276. doi: 10.13374/j.issn1001-053x.2010.02.023

高強鋼絞線網-聚合物砂漿復合面層技術加固火災受損梁效果

doi: 10.13374/j.issn1001-053x.2010.02.023

1. 北京科技大學土木與環境工程學院, 北京 100083;
2. 中國建筑科學研究院工程抗震研究所, 北京 100013

基金項目:

建設部研究開發項目（No.05-k4-18）

作者簡介:
宋波(1962-),男,教授,博士生導師,E-mail:songbo@ces.ustb.edu.cn

中圖分類號: TU375.1;TU317⁺.1
計量
- 文章訪問數: 122
- HTML全文瀏覽量: 19
- PDF下載量: 5
- 被引次數: 0
出版歷程
- 收稿日期: 2009-03-27

Effect of fire-damaged reinforced concrete beams strengthened with high-strength steel wire mesh and polymer mortar

1. School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, China;
2. Institute of Earthquake Engineering, China Academy of Building Research, Beijing 100013, China

摘要: 通過對鋼筋混凝土(RC)梁構件進行受損前后的受彎性能加固實驗研究,分析了實驗構件的破壞形態、裂縫分布、荷載-撓度曲線、鋼絞線的應變曲線以及極限承載力等.研究表明,普通RC梁在一般過火條件下,其抗彎承載力和剛度有一定程度的降低,而采用高強鋼絞線網-聚合物砂漿復合面層加固技術(SMPM)加固后,其加固效果顯著,承載力較過火梁顯著提高,可恢復到其過火前的水平.
- 鋼筋混凝土梁 /
- 鋼絞線網 /
- 聚合物砂漿 /
- 抗彎加固
Abstract: The failure modes, fracture distributions, load-deflection curves, strain curves of strands and ultimate bearing capacities of reinforced concrete (RC) beams before and after being fire-damaged were analyzed on the basis of experimental studies on the bending properties of the beams. It is shown that the flexural capacity and stiffness of the fire-damaged beam reduce in some degree. After strengthening with high-strength steel wire mesh and polymer mortar (SMPM) the bearing capacity of the fire-damaged beam increases significantly and can reach the level of the RC beam before burning.
- reinforced concrete beams /
- steel wire mesh /
- polymer mortar /
- flexural strengthening

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文章訪問數: 122
HTML全文瀏覽量: 19
PDF下載量: 5
被引次數: 0

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